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HomeMy WebLinkAbout7097_Steer Blade Drt 99 99 2795-CAMDEN Pal HORMN • / 12602 TELECOM DRIVE, TAMPA, FL 33637 T4&1= (813) 740-9720 Fax: (813) 740-9715 ALL WORK�iPLY WITH PR VA1L1NG CODES FLORIDA BUILDING CODE NATIONAL ELECTRIC CODE, AND THE CI iY OF- -'FPH'YRH'U. S ORDINANCE!; , � 202i REVIEW DATE_ CITY OF ZEPHYRI-E PLAN EXAMINER a STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS •nn= BUILO c COD& B',COSMUI, � EDI�IZON (2m%) • AIL LOCAL AND STATE CODES *OCCUPANCY - RESIDENTIAL, GROUP R3 :CONSTRUCTION TYPE - VB MINCLG. DIfER[OR FINISH - CLASS B -BASIC WIND SPEED - Vult=150 IIPH Y88d=I1B MPH :EXPOSURE - B •1-STORY RESIDENCE •2-STORY RESIDENCE - W. HEIGHT AS PER LOCAL AND STATE CODES ABV. AC ADJ. ALT. AMP. BD. CD CAB. CLR CONc. CPT. C.T. DEL. D.G. DIA. DIM. DLSP. DP. DR. D.S. DTL. D.W. EA. ELEv. FR. EXH. EXT. F.GIFX. F.G. FIN. FLR FLUOR FTG.R GA. GAR. DISP. G.F.I. GL. GYP. HD. H.B. e HASHER HOT. OR FIT INSUL. INT. ABOVE ADJUSTAITIONING ADJUSTABLE TEE ALTERNATE gMPERAGE BOARD CENTERLINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR FLUORESCENT FOOTINGFRENCH�R GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD HOSE BIB HEADER CORE HEIGHT INSULATION INTERIOR LAV. me. M.C. MPR. MIN. M.T. MTD. MTL. N.T,S. D.C. PL P.H. PH. PLT. PLYWD. PR. P.T. R. BAD. REF. REF RM. R.O. S.C. S.D. S.H. SHT. SILTHG. SHWR. SIM. SL. SL. GL. STD. SWS TEMP. THK. T.O.C. T.O.P. T.O.S. TYP. U.N.O. VWP. Wi WD. WOW. W.I. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURNAIRORILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION T13MPEREDGLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE WAPGI ooF WITH WOOD WINDOW EATER WROUGHT IRON DATE DESCRIPTION CONTROL DATE ARCHITECTURAL SHEET DESCRIPTION O6ADA9 ADDED ISO-G ENGINEERING PG Cl-COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN PG A2B-FRONT AND REAR ELEVATION B PG A3B-LEFT AND RIGHT ELEVATION "B" G 1- PG Pi -PLUMBING PLAN PG MI -MECHANICAL PLAN PG DI -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 O'V28n9 ADDED OPTIONAL PENDENT LIGHTING AT KITCHEN 0.1/20AS FIXED DIMENSIONS FOR STUDY AND DINING ROOM 102n REVISE SGFT CALLS lOn4/g UPDATED LED LIGHTS PER DR HORTON IO/3On9 UPDATED LED DETAIL BUBBLES PER D.R. HORTON WOWS ADDED FOUNDATION ON GARAGE BEARMG WALL 02103W UPDATED SIMP80N CONNECTORS I.L.O. USP aAMW ADDED IM-D ENGINEERING STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 02/04W REMOVED STONE CAP NOTE ADDED FOAM CAP ON ELEVATIONS I SQ.FT. CALL. S BEGAN ADDING ELEVATION INTO LOT REGI�STS AND MASTER 03AMV SENT ROOF PACKAGE TO TRJBS ENGINEER FOR TRUSSES IST FLOOR LIVING 2,8313 64 FT. GARAGE 6I9 SO. FT. ENTRY 68 ea FT. COVERED LANAI 193 $a FT. TOTAL 3,113 SQ. FT. 3/SnO ADDED FRONT ELEVATION F' PER D.RNORTON IA4120 CHANGED ROOM NAMES PER P.R. HORTON STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN PG S1.lA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A—DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S3-FRAMING PLAN PG S3.IA-DETAILS PG S3.1B-DETAILS PG SNl-DETAILS DRAWING CONTRACT DOCUMENT / REVIEW BY BUILDER THE BUILDER ASSUMES ALL IJABH,ITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFPe HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 6 Groin 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.eom AA 8: 0003325 , DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 819-088.2828 1FAX: 813886.2802 Of INIIIIIIII �amnnn, 1MGM aLAY: SILVERADO LOT #6 BLK #14 PROJfECT# 03719.000-06141 MODEL.• 2795-B GARAGE EVnNG: RIGHT PAGE: COVER SHEET %150 MPH EXP. B I'M rX' "a 10/30/20 DATE: _ SCALJC: 1/4"-f-O" C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE 1N COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) LINO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4, THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION, 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM 01557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES, 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (INHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING, THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED, 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGMEER. 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 S. 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 1318 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 V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -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 %ONCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF T- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED STERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I: ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFNWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM'/' PVC (SCHEDULE 40), INSULATED WITH % AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES, 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE E(1'ERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WRE 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 & ASTM-C106312a. 3. LATH & ACCESORIES PER ASTM-C-1063.1 to & 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 -15A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CERJNOB 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 I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS 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 I CONTRACTORS 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. E TEROR 80FFITS 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) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. A R 0 N I T S O T S Group. 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA A: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.886.2628 FAX: 8134UW2802 �IIII�INI e it BUDDIV. Se L107 SILVERADO LOT #6 BLK #14 PROJECT/ 03719.000- 06141 UODEL• 2795- B GARAGE BWMG: RIGHT PAGE: GENERAL NOTES 150 MPH EXP. B of F-PRINT 10/30/20 BCAr.E: 1/4"=1'-O" SHEET GN A 14 N I T® C T i 3a COVERED LANAI T-4' CLG 15'-0' 4'-4- ------------------- I � n I I I I I I ® 1 1 t i I I I v I m I GGMTT� m ROOM TYP. I 9 TO Y `�`x I I I I 1 20'-C' I I I 1 AI I dl ( I 2'-0' r- 10'-10' ,•4' ° 0d II II ROOM L I I I I I I TC I m 5 � 1 I i I II A - - - - - - - - - - - - II v a: ell in BDRM.3 2 m W.4' CLG Ik 10, - 0TOdo BEDROOM = ,R I. Ii o L IL m IF or mMmn- 110 -_ BEDROOM �_ • ®III � � - _.,- - �� iA Imo/ 6 O I BOLLARD AS REa PER ny I BLDG CODE Py a J � 3'-2' 2'-II' 4'-3' a iv BDRM.2 * s 9'-4' CLG CMU TO 2'-8' APP. PR. ENTRY W/ 4X4 P.T. POST ASV. O( PnRC'H rLmi""milmllm 13-4 - I I MULTII'TEN ,& LIVINGROOM 1 �n 10'-� TFG4Y CEILM 1 1 I I I I MT0 9'-4' CEILING 0 r 7:xw -'I I ATTIC I L ACCEtt—J 3-M GARAGE 9'-4' CLCL FLOOR PLAN NOTES - ALL DA'@ WCNO ARE FROM FACE OF T V BLOCK WALL (OR EDGE OF FLOOR BLAB) TO FACE OF WALL STUD UNO. - ALL INTERIOR WALL6 ARE 3 V UNO. • DRYER VENTED THROUGH ROM (VTW. NOT SCREENED. - AIR COt"EAWR SET ON 44'X44' POURED CONC, PAD. PAD 15EGIN6 6' FROM EDGE OF STRICTURE. - BEE SHEET ON FOR ddMRAL AND STANDARD BUILDING NOTE& - ALL HABITABLE ROOMS TO NAVE AMC FAULT CIRCUIT INIER FILL M - ALL FULL NN06 APE IWLLS U.S. N FILLED CELLS 'i WITHOI)T OP@iR1GS ARE SHEAR WALLS. STONE r FLOOR PLAN VENEER SCALE: 1/4' . I'-0' -r•-� r�rrr•-r• SQ.F"F. CEC. S IST FLOOR LIVING 2AI36 SG!. FT. GARAGE 619 SCL FT. ENTRY 65 SQ FT. COVERED LANAI 193 SQ FT. TOTAL 3,113 60. FT. C0WX EAIDCI10pDIi0LOADI VOC IOD W0111IIE Pon SIOOODGM Clem 10119E =9 0W OICIMD IEWNO NOTNE MmAOE MIN. WINDOW 10 5 243/-325 CRITERIA EXTERIOR SWING US 5 23A/-30.1 DR MIK CRITERIA S.G.D. MIN. 41 5 22.1/-41.0 CRITERIA 16010 0J4D. 112 5 20.5/-24.9 BASIC HIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG, CAT.=II, EXP.=B, MEAN ROOF HT. = 14'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. SHIM AND SECURE RADIUS CORNERS, SEE COUNTER TOP VARIES Z MATERIAL TO PLAN CABINETS. BRACKET 4 INSTALLER SHALL BLOCKING ] INSTALL FLAT ELECTRICAL BOX 2c -jBAR REINFORCING AT ENDS OF PARTITION ARIE CI48ETC4IEN C Q E BRACKETS AS WALL 3NECESSARY. 2'X6'X35-1/4' CABINET m LOW UAALL i 2'X6' STUDS • *1 O.G DRYWALL ATYP. CABINET SECTION SCALE: NTS I i y v 0 O VARIES 0 -'�OPENING DTL. 0 U -- ------------ PH: 407-774-6078 FAX: 407-774.4078 www.abdaWgngroup.com AA #: 0003328 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134888.2628 FAX: 8134M2802 �9111111111 SXMDM & LOT. SILVERADO LOT #6 BLK #14 PROJmcT# 03719.000-06141 MODEL.• 2795—B GARAGE OWING: RIGHT PAGE: FLOOR PLAN 150 MPH EXP. B D TE 10/30/20 8CALE: 1/4"=1'-O" Al I H-20'-1' BLDG. HGT. SHINGLE 10'-0' HEEL HGT. V-4' BRG. HGT. _ Ns'X60'— DECORATIVE SHUTTER S' STUCCO — BANDING TT'P. CAP STONE_ 0'-O' FIN. FLR VENEER 9'-4' BRG. WT.s _ 0'-0' FIN. FLR 0'-S' G (MIN.) �— AREA OF ATTIC = 3972 SQL 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 SO, IN. MIN. REQUIRED VENTILATION = .SX 1906.56 IN UPPER PORTION OF ATTIC 953.28 SQ. IN. OFF RIDGE VENTILATION AREA = 11S SQ. IN. PERVENT 953.28 / 115 TOTAL#OFVENTSREQUIRED = 8,28939 TOTAL#OFVENTSPROVIDED = 9 FRONT ELEVATION TEXTURED FINISH NOTE. WALL FENESTRATION FLASHING AS PER FBCR R103.4 STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS REAR ELEVATION TEXTURED FINISH 9'� 4' BRG. HGT. _ 0'-0' FIN. FLR 0'-S' G D (MIN.) "AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG — — — — — — — — — — — — — — — — — — — — — — I I I PRE-ENGMEERED I I I TF41W I ( 9 -4� BRG. HGT. I � I I - I (2) 2XI2 BM I TRUSS TO REAM I ( CONNECTION W/ 1..0. SIMPSON HM9A OR LGT2 W/ 10d X I I' HM NAILS, I FILL ALL HOLES. I I I 4x4 P.T. POST I POST TO BEAM 1 III < I POST TO CM CONNECTION W1 I 1'-4- 0 I SIMPSON OR EdIUAL III I I I FOAM CAP I 1 I � I STONE v VENEER 0'-0' FIN. FLR I I \`-------------------------// COLUMN DTL. A ecALE.I/7.I'-0' /ter--------�\ I� �I I8'X20' LOUVER _ = I\ I,-6, LOUVER DTL. B SCALE.Il1 . 1�_0I/2. I'-0' AIt0NIT■CTt Gro�uo 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33834 PH: 613-8862628 FAX: 813406-2802 sec avaDIV. ae )LOT SILVERADO LOT #6 BLK #14 PROJECT* 03719.000-06141 1[ODEL. 2795—B GARAGE 81WMG: RIGHT PAGE: FRONT & REAR ELEVATION "B" 150 MPH Ey. B NOV D AW.j. 10/30/20 SICAL M: 1/4"=1'-0" a*== A2 B W-4' BRG. WGL4$ O'-O'FIN. FLR 0'-8 DE OFF RIDGE VENT S'-4' BROS. I-GT. O'-O' FIN. FL��Ryy O'-BIN.)X- - - OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT F-11 I I L-11 El 1:1 ----------------------------------- LEFT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT 12 s Ezzzzl OFF RIDGE VENT EJEl -------------------------- ----------------------- �o RIGHT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 9'-4' BRG. HGT. o5'-4' 5Fr— HGT. A R C N I T R C T R 6 Wol n "IN' RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-7744078 www.abdeWpgroup.com AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 336M PH: 813886-2628 FAX: 813888-2802 summv. ee r.OT: SILVERADO LOT #6 BLK #14 PROJECT* 03719.000-06141 MODET. 2795—B GARAGE 81IIIQG: RIGHT PAGE: LEFT & RIGHT ELEVATION "B" 150 MK EXP B of Nov 11"PFUNT 10/30/20 SCALE: 1/4"=1'—O" SHEET A3 B ELECTRICAL LEGEND S%T.ANDARD DESCRIPTION SWITCH WITCH WITCH SWITCHTTON DISCONNECT To THERMOSTAT INGLE RECEPTACLE (125v120-AMP RNGLE POLE) ION DUPLEX RECEPTACLE 10v DUPLEX RECEPTACLE (EQUIPPED N GROUND FAULTR/ ERUPTETAMPER RESISTANT TYPE) V DUPLEX OUTLET (HALF OF OUTLET ED TO SWITCH) [CEPTACLE � TERIOR WATERPROONIGPI (GROUND FAULT TERUPTER) ION GUADPLEX RECEPTACLE ® 10V DUPLEX RECEPTACLE (FLOOR TED) jEEILIN40 ECEPTACLE (4 WIRE CTOR) MOUNTED LIGHT MOUNTED LIGHT lLG. LIGHT NT LIGHT OD LIGHT L SCONCE PRE -WIRE VaS T FAN WITH LIGHT (I CFU-1 PER SQ. FT.) ULB LIGHT FIXTURE ULB LIGHT FIXTURE ULBLIGHT FIXTURE ' TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN{XPER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE T) FLUORESCENT LIGHT (RECESSED) SS LIGHT SS LIGHT (VAPOR PROOF) RF�QIBOX NG MOUNTED LIGHT WITH J-BOX PT. PAN TRICAL PANEL (FIELD VERIFY TICN) (WALL MOUNTED) X (CEILING MOUNTED) FILING MOUNTED PAN T FAN (l CFM PER BG1 FT.) JACK Q DETECTOR (CEILING MOUNTED) 0 MONOXIDEARBON I T ) IMES �7V TIED OUTLET FOR GARAGE NER JACK PORT NOTES: • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TORE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO ISE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER TABLE M150IA OF FBCR 6TH EDITION (201�). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 300A(SX2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • ALL LAMPS SHALL BE SELECTED BY BUILDER AND -15% OF LIGHT MUST BE ENERGY EPFICIENT TYPE PER Fj= ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011. ith EDITION R404.1 GIUP�F, I IFM ----------------- - - COVERED LANAI PRE -WIRED j BEDROOM 1 - � CLG FAN I 9AEEOpt I I ail FIXTURE I I UIP - - - - - - / PRE-WIRED CLG FAN to-6,6. rtSDCO----------------1 ���—� 4'-0' I 4'-4' I I I\\ GFI ��\ GREAT ROOM I / \ t AM / V �/ O � \ � i • / e I- i I 1 BATH 1 a'� v _ 1 PRE-WIRED1 CLG FAN ` I M �t I .9T}}TI-.G��� \\ (._ / �q ---� L---_____ KITCHEN L __ __—`-J I MULTI-GEN iI BEDROOM I ------------- / dc _ If L I DINING /� I 1 -PL �� ROOM / I I JI •T• / P� � PRE -WIRED � CLG FAN LAUNDRY / 1 1 _--- _________J CLG FAN; PRE-WIRE 1 I-------- 8D. ------ 8D. I \ MULTI-GEN I 1 1 Ioloo \\ � I BEDROOM 3�_ i �� S® 1 L / /44 L \ I PRE / 1 I -WIRED CLG FAN PRE -WIRED / CLG FAN GFI 44' / I AFF. qp /! r - GPI 44' APP. 1 / 1 VP 1 AS REa 1 L----� J BLDG. / ! PER CODE WALL MOUNTED LIGHT LIGHT W ISWITC 4 IN ATTIC GARAGE / _A- I / PRE -WIRED / � CLG FAN 1 p„ \ 1,Lr-----'---�- ` ` I SDQ i ♦\ CLG. i OUTLE11 CLG. WI OUTLET \ FOR OPT. ( I FOR OPT. L �I \GARAGE DOOR( GARAGE DOOR I \ OPENER I OPENER lJ P9.FOR ♦ 1 CHIMES \\ GFI- BEDROOM I IRRIGATION \\ 11 OUTLET i (ITt (Il) ENTRY W - - - - - - - - ELECTRICAL PLAN ----------------- COACH COACH SCALE. 1/4' . 1'-0' LIGHT LIGHT WP Panel MAIN - A PANEL:&MS.pct. b—k. VOLTAGE: 12D/240 V.1 Ph MAIN: 150 Arp MC.e FEEDER: "I Cu TH1NN a 1- 99 Cu (G)In 1 1/r C. OR 3.92M AL THWN a 1- S9 Cu (G) In 1 12" C. ww r.N .N wm eaarf a.rt wre. 1b row wN. rit m lr.xr cN OiI.a TUO Imo � 2 riz x m warty, vaav 1m0 a e a e 4Bm CU-, m 2 ON 1 e PANEL - A PANEL: 42 aL bmakar VOLTAGE: I2D/240VAPh MAIN: 150 Amp M.L.O. FEEDER:3-01 Ou TIMN a 1. #8 Cu (G)In 1 12' C. OR 3.r(1p1 ALTKWN E 1-a6 Cu (G) In 1 12' C. wk. r.N M I plw,1 wm O.a.1 aalae w— .ru am ,w raY wn. a12 1 m Mr ,eao 1 2 ,p w 2 w s12 1 m Ma.anrRar aN a rig 1 m amr Appl— 'em No e e 4epo rx"aNr x 2 ri0 aft 1 m > 11w T e a12 1 m Rla .Mr Ara 11w 9 1p Imo r OFl ri2 1 m ern DFl Ra Imp 11 12 ttiop wanrm m f rix rig , m rpr/ pra 12m ,a u apop apt m 2 rio aN , m 0,Y rte.n LriY l L I Al. wp 15 1. SEN. 11 L 1- WwMr Gfl m 1 ri2 sN , to aDawpra aw to m tmp Door G9 m 4 n2 rig , m Wwawl.rns2Arq Imp 21 m 12w /dl.w.B LR.: nra AFa m 1 rig m m x m 10o mp oth AFa Brl..am Ard 1 ,. 1 .a aN 21 m pear OpaarM 20 1 1 rig 21 11 m u I= ,WO bnaarNo 1 . m , rig >n x s N 2 m s . AK 1 p1LL nerVAr wA NN n w u M a 8 , 41 4x s Lw.a Nwm.na Aaw crcrra./la 1e1W 211W Loa! Nlmrr Min akrrwn/An m. pr a u n.: ABBREVIATIONS: Ara: ARC rAulaea2Tercwncm No: Na30D1sovrt LOAD .rb GROIl01ALLTINnERRIPIER tar br n.11cl,. a.lsr.Na plop FMI ,amplrr. r iroA loppo WINEr4M 1 13xo law prc w.a a.w lax a.au. LOAD CALCULATION R SAI ED ON AIC NONCONCtMT LOAD Tar Ca,..ar Lap wrN papa Tam arx. wla n>.1 Wnerel L nm a Rap. tad. LpaD TaW pIC. wF.r 2795 Dawrr uea R«awr .n. 8385 parlrl 1 985WA.1 .t 100% 85 Tow o«nw LI . a Roc rl 8450 I I I I i I I I LED LIGHTING LED LIGHTING ----� @ SINGLE LAV. ® SINGLE LAV. MULTI-GEN BEDROOM BATH LAUNDRY ROOM BATH I � i I— - - - - - - - - - - - P n I I ® I �_-- -� — - - - - - - - - - - - - — LED LIGHTING LED LIGHTING ® DOUBLE LAV. @ DOUBLE LAV. BEDROOM 2 AND 3 BATH BATH I PROVIDE 90A0 CU. TWU4 . 1% CU IN2' CONDUIT OR 3 VAS AL, TFMN . t CU IN2' CONDUIT OR 2/0 AL. SCR (CONDUIT TO TERMINATE ABOVE SOFFIT • OVEI! AW.J 150 AMP ELECTRICAL RISER NOT TO SCALE. t7QTB rcm SERVKE DISCONNECT SUTCM AND GENERAL NOTES, M ELECTRIC METER N A ELECTRICAL MATERIALS AND INSTALLATIONS SMALL NE9" IA SR ENCLOSURE COMPLY WITM ELECTRICAL PROVISIONS OF THE PBCR rW EDITION [2al'1). LOCAL CODES, AND ALL LOCAL PCI ER COMPANY ItEOU"EVMTS. B. ALL CONDUCTORS SMALL ISE TYPE TH NRWN UNLESS NOTED 014ERMSE. METER TmEP110NE SERVICE FIELD RNTRANc1 ear VERIFY LOC. POMER COI'IPANT R INTERSYSTEM! BONDING 1'EII11NAL AT LOIN .�.r." VOLTAGE OON,ECTIONS FT-] VAID ALUMINUM (AL) N 2" DIA SCHROUL1 SO PVC CONDUIT UNLESS SERVICE S FROADED BY THE ELECTRIC COMPANY. COORDINATE UT14 THE ELECTRIC COMPANY PRIOR TO BD, 144 Cu em"CE GROUND CONNECTED TO CONCRETE ENCASED POOTER STEEL PER ELECTRICAL PRONSIONS OF THE (EDITION r2OMz 0/8" DIA X S FT LONG COPPER CLAD GROUND ROD •mpg I T■ E T a 6 Group2. 1441 N. RONALD REAGAN BLVD.'' LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdealgngroup.com AA S: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8138862628 FAX: 813.8662802 auHDiv. aE LOT: S ILVERADO LOT #6 BLK 14 PROJECT/, 03719.000-06141 MODELa 2795-B GARAGE 8WWC1: RIGHT PAGE: ELECTRICAL PLAN 150 MPH EXP. B NOV 1 Dw 10/30/20 acMX: 1/4"=l'-O" SHEET E1 A R 6 R I T R G T R a6 ----------------------------- - Design 20upoa 1441 N. RONALD REAGAN BLVD. I LONGWOOD, FL 32750 I PH: 407.7748078 I FAX: 407.77"078 gn�oup.cam AA $: 0003325 IF------- —D�I IIIIIIII --��—�-- -- OI II3IIj 8I a — II IIilIIII IIIIIIIII , 9- 9m� TUVTIQ U1G 7' L J 12'-2' 12'-6' 2'-II' 5 42'X 60, TUCI o 4"" AY. -----_ 7LT — — — — — — — — — — - 1"w. i- - - - - KITCHEN SINK uu L------ ---J 2• "TO VENT 2'YTR 20'_3. 1/2' I 3' y 4.2- 2 2 I I/2' A2' VTR Ila LAY 2' VTR I I2• I I/2' II/t Ur_ 2 2 L.T. 3 LAY "LLAV wc I/2' ROLCaH LAv 2' IN IIR' 3, 2 TUD�, 3' 2 2 L — — — — — ------------I 33 11/2' BFR 2 SNUR 3O 4 U1C LAY CO 2' GE L J TO MAINPLUMBING RISER N HE3 . CALE: 1/4 " I-0'PLUMBING PLAN D R A F T I NG BY : A.B. DESIGN GRO UP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMP0.FLORIDA 33834 PH:833$82828 FAX:819$88.2802 II aysavaLO SILVERADO LOT #6 BLK14 P�dSCTo 03719.000-06141 Moaal 2795—B awiswaaawara: RIGHT P/Gffi: PLUMBING PLANX150MPH E. B 1 D�10/30/20 axs�P HVAC NOTES L ALL MECHANICAL EQUIPMENT $NBLL. 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 PA15 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS 1 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 S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATPCM16 SHALL DE CONSTRUCTED IN ACCORDANCE TO MC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH F 5C 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. ', ALL FIRE RATED CEILINGS AND WALLS SMALL 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 MC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS $HALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH POP 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. ATE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC VG "� O O EXTERIOR WALL PLENUM1 AIR RETURN SUCTION AND LIQUID AIR SUPPLY 1 REFRIGERANT LINES d AIR HANDLER EXTERIOR WALL '� 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR ODD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PA86-THRU AIR GRILL SECURE STRAP TO STRAP CONDENSER TAPCONB W/ (2)- DONS SIMPSON LLB ROLL STRAP OR EQUAL STRAP TO UNIT W/ (2) 4' CONCRETE SLAB-1SECURE MOXI 1/4' BHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD T REFRIGERANT LINES TO RETURN CONDENSAG WIT NOTE: MAIN COND. DRAM 3/4' DIA TRAP DRAIN LINE AND TERMINATE OVER HEAD • 12' FROM STRUCTURE IN AN APROVED DRAIN, AS PER PSCR 6TH EDITION (2011) MECHANICAL SLOG. CODE SECTION 301.2.4 HVAC DRAINS SCORIATED NICKEL FIN, FLOOR Cp G.O . PLUG BRONZE FL. PL. OR WALL SEE SPEC. m I'-8'X8' CONc, BRASS PLUG FIN. GRADE OR PAVING FITTING OR EXTENSION TO SOIL OR WASTE AS FITTING OR REQUIRED EXTENSION TO SOIL OR WASTE AS WADE 8240-K "SAM 86000 REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P,V.0 OPTI/SPEC INv, INv. ITE PLAN SITE PLAN FLOOR SLAB CLEAN -OUT (TYPN) vXT. EGROUND CLEAN -OUT (TYPN� MECHANICAL PLAN $GALE: 1/4 • I'-0' A R C N I T■ C T 8 Grous� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdes4pgroup.com AA N: 0003325 J IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-888.2828 FAX: 813 06-2802 rO3719.000 DIv. i L015 LVERADO LOT #6 LK 14 SCT* -06141 MODEU 2795- B GARAGE a71ING: RIGHT PAGE: MECHANICAL PLAN 150 MPH E B ITERFLR.A 2X4 TOP PLATE PRE-FAB TRUSS In. GLG. EOAlyJrZ VY DRYWALL -tom TOr SECURE MIT. — PLATE TO SLAD W/ 10d MASONRY NAIL • 32' O.C. MAX FIN. PLR 2x4 WOOD STUDS 024' O.G. SLAB NV I C: 01 UIJO Iry PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. TYP. INT. WALL (NON— BRG. ) 21 SCALE, 3/4'.I'-V FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW511 ON J' OA.5. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE S PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER TYR TYP. ELEVATIONS OH. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GYPSUM IN OR 1/2' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- 05 (2) COURSE DO NOT CUT THE BOND BEAM REBARS sa PIPE THROUGH BOND BEAM D1 SCALE: 3/4'.I'-C' ENERGY CODE FORMS ATION R-VALUES RENCE STRUCTURAL ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O.C. e' CMU 1/2' GYP. WL. BD. - WOOD BASE — FIN. FLR,L _ d e tl a ° y' n W/ WINDOW OPENING H FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS.1.1 ON O.SD. SHEATHING .OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR H TYP. WALL SECTION NO OPENING NOTE: PER SECTION 905.1.1 - FOR ROOF 4 1—STORY HIP BLOCK WALL g2)OL�AYPRIUN ERLAYMENT SYSTEM D1 SCALE= 3/4'-1'-& — — IS REHIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE 11, ASTM D 4S69 TYPE IV, OR ASTM D 6151 rvt.owa.e Lrs ao. 2B GAS LINE THRU BLOCK aeAu. ur.r�r FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R505.1.1 ON J' OAD. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE 1'-0. TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS Rm. �OrVP14 AD Dom � TRACK 1' By ofleRs DY V" PA6704 D TO Roar TR4CX MACKO" w neoo= ATMVAL Rio. s GARAGE DOOR JAMBS D1 SCALE: 11/2'•1'-0' .-2X4 SPF 24' O.C. MAX.— SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS STIFFBACK AT ALL UPRIGH' PER STRUCTURAL DETAILS PRE-ENG WD.TRUSS CCNT. 2x RAT RUN SECURED PER-/ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-vALUES ,. PER ELEVATION 5/e' GYP'd1M BOARD OR 1/2' HIGH STRENGTH CLG. BOARD 1/2' THICK, 2 COAT—J--- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0. FIN. FL_R.b , a' CMU b. . u A W/ WINDOW OPENING R-43 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL .Ix2 P.T. PURRING STRIPS • 24' O.C. 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.0 ON J' O.S.B. SHEATHING OR }• COX PLYWOOD SECURED PER I..m. FASTENER SCHEDULE TYP. MTL. DRIP EDGE OH. 2x FASCIA PER ELEVATIONS VENTED SOFFIT \_PRE-ENG. GABLE TRUSS WEEP SCREED \--2x P.T. SECURED PER STRUCTURAL DETAILS HWALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL D1 SCALE. 3/4'.I'-V' 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CMU A R C N I T R C T• Group T LONGWOOD,FL 32750 PH: 407-77460TB FAX: 407-774.4078 w .abdesigngroupzom AA A: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-SW2628 FAX: 819886.2802 sxmDly. ds LoT SILVERADO LOT #6 BLK #14 PROJECT# 03719.000-06141 KODEIA 2795— B GARAGE STUNG: RIGHT PAGE: DETAILS 150 MPH EXP. H Tm 2X6 P.T. • CENRR M DOOR HEADER 6ECURED aV 4• MIN.f9'OEOT'iNi UV 2' X 2' X Ve' WASHER 4 NUT. OR UV r2) N' X e' ANCHOR DOI-T6 UV 7• X 2' X Vd UV—SN"M 4 NUT 10 IB Slam 2.4 ON PLAT TO SIX IIIW/ MA AWRY to NAIL& 2Xe GARAGE DOOR SECI3RD UV (5) V2' x e' J-DOLT Olt ANCHOR 8 DOLT6. W) 4' MIN 01,18EDMENT, UV 2' 1B X 2' X Ve' WASHER 4 NUT. (O UNT14N S' G} TOP, (1) WITHIN e' OF THE DTM, (3)EVENLY SPACED. IE ® R Is 9 NOTE& ALL ANCHORS SHALL DE M ACCORDANCE TO MANFACTURERY INSTALLATION INSTRUCT1" WERE a1Y31 RMTl@UCrl01M AW HD•E 6TW.IR, MT GARAGE DOOR t BUCK ATTACHMENT cw, -• fr8' CMU 1f' DRYWALL I'X4' OR I'X2' P.T. NAILER Ix4 P.T. OR 9'4X4' MIN. SECURE THRU FRAME 4 EXTEND I-Y4 INTO BLOCK W/ %' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING 'DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3/4 OR +5/4 11DIDOF TO BLACK +3 4 OR +5 4 A SCALE= N.T . 2X4: m SECURE TO BLOCK LLV TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 IB' O.C. MAX SPACING. 2X6=m SECURE TO BLOCK W/2-W6' TAPCONS(MIK SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 8• CM 18' O.C. MAX SPACING. )f DRYWALL 2X8,m VX4' OR 1)O' P.T. NAILER SECURE TO BLOCK W/2_%. CAGING TAPCONS (MIN SHANK SIZE J45 MIN. HEAD 61ZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4) TTACH TO 2X PER WITHIN 8' OF EACH END 1 MANUFACTURES DETAILS. IS' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +i-1 2- (B 1LINDOW TO BLOCK +1-1 " _' N.T . 2X4m SECURE TO BLOCK W/ i(s' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) UMTHHN e' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MOT BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE STO BLOCK W/2-%' NON-STRUCTURAL'14' (MIN. SHANK SIZE J45 TPCON MIN. MIN. HEAD SIZE 300 EMBEDMENT INTO BLOCK mu MIN. EMBEDMENT1Y4) 'C WITHIN 8' OF EACH END / DRYWALL 18. O.G. MAX SPACNG. ❑ 'X4' OR 1'X2' P.T. NAILER 2)(&® SECURE TO BLOCK W/2-)1(4 7(r• OAJ3. X 4' MIK TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8. OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) / inl �OR JAMB 1►DJDOW TO BTO IB.O�CKL+1115%i5¢" E= N.T.B. 2X4=m SECURE TO BLOCK W/ TAPCCNS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL TAPCONS TAPC24 MK I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT IY49 8. G.� WITHIN a- OF EACH END 4 DRYWALL 18' O.G. MAX SPACING. ❑ VX4' OR I'X2' P.T. NAILER SECURE BLOCK W/2-))b' OOR CASING A (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) TTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IS' O.C. MAX SPACING. NOTE= SHIM A8 HEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +2 4" D ENDOW TO BLACK +2 L 4" 2X4m SECURE TO BLOCK W/ W6' TAPCONS (MIN. SHANK SIZE .148 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X 18' O.G. MAX SPACING. MIST BE ON OUTSIDE 4 2X6m SECURED THROUGH SEGO BLOCK W/2-s.•NON-8TRUCTURAL i(a' TAPCON MR 1-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MR HEAD SIZE 300 • CPU MIN. EMBEDMENT 1 Y49 ' DRYWALL WITHIN 8' OF EACH END / 18' O.C. MAX SPACING. X4' OR VX2' P.T. NAILER 2X8m2 SECURE TO BLOCK U*-%' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. na=a ael,.s raoao re rtn� 4v� mo ax axc®tr: DOOR JAMB TO BLACK +3" 1104D0It TO BLACK +3" E= N.T.B. 2X4= SECURE TO BLOCK W/ )W TAPCONS (MIN. SHANK 61ZE J45 MIN. HEAD 61ZE 300 MIN. EMBEDMENT 1 Y4 ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST DE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-Vo' NON-STRUCTURAL TAPCONS(MIN. SHANK BIZE TAPCON MIN. I-Y4 J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8• CMII WITHIN 8' OF EACH END 4 Jr)• DRYWALL ID'Or- MAX SPACING. 2X8 m I'X4' OR DO' P.T. NAILER SECURE TO BLOCK W/2.3(s' 2X SECURE TO TAPCONB(MIK SHANK BIZE STRUCTURAL MEMBER µ5 W/(2A2d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT I Y4) CASING WITHIN &' OF EACH END 4 DOOR JAMB OR WINDOW 18' O.G. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE= SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3" ENDOW. TO BLACK +3" F L : N.T.O. 2X4m SECURE TO BLOCK W44' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 0149 NOTE, STRUCTURAL 2X WITHIN 8' OF EACH END 4 MST BE ON OUTSIDE 4 IB' O.C. MAX SPACING. SECURED THROUGH 2X6m NON-STRUCTURAL SECURE TO BLOCK WA-1/4' TAPCON MIN. 1 Y4 TAPGONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300 • cm MIN. EMBEDMENT I Y4) • DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. X4. OR I X2' P.T. NAILER 2X8m2 a SECURE TO BLOCK WA-L4' 7(a• O.S.S. X 4' MIN. TAPCONS (MIN. SHANK SIZE .149 DOOR CASING MIK HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX 8PACNG. MANUFACTURES DETAILS. l101a, tNY Ylalop TO l4lf JYe /W MO! pC®A'l DOOR JAMB TO BLACK +3-7/18" Gr 11DiDOlf TO BLACK +9-7 IB" 2X4=m SECURE TO BLOCK W/Y4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X IV OmC. MAX SPACBJG. MUST BE ON OUTSIDE 1 2X6m SECURED THROUGH SECURE TO BLOCK W/I-I/4' NON-STRUCTURAL TONS TAPCON MIN. IY4 (MIN, SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8' CM WITHIN 8' OF EACH END 4 )1' DRYWALL 18' D.C. MAX SPACING. I'X4' OR VX2' P.T. NAILER 2XBm SECURE TO BLOCK WA 1/4' ' P.T. X 4' MIN. TAPCONS PR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT IY4) DOOR JAMB OR WINDOW WITHIN 8. OF EACH END 4 TTACH TO 2X PER 18' OjC. MAX SPACING. MANUFACTURES DETAILS. NOTE, BRIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" H WINDOW TO +3 3 \ZVDCALE= N.T.D. A 1 C R I T 1 0 T 6 Groin 441 N. RONALD REAGAN BLVI LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407.774-4078 www.abdesigngroup.com AA S: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813$86-2628 likk FAX: 813.886-2802 9UHDIV. ee r.0'r SILVERADO LOT #6 BLK #14 PROJECT* 03719.000-06141 MODELa 2795— B GARAGE dWMCI: RIGHT PAGE: DETAILS 150 MPH EXP. B Dw 10/30/90 DOALM: 1/4"=1'-0" SHEET D2 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) - - - - EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP WOOD CONNECTORS 2017 FBCR 12/32/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 104563 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 13972.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 104465 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 TA441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 20860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 12496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 1149S.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 23352 PLYGEM PANEL WALLS SOFFIT 2017 FBCR 12/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2017 FBCR 3/2/2030 FL16503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL37676.10 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL M32-RS MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL#15353-114 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FU115353-114 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-RS GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL S684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 22/32/2038 FL 15279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2033 FL 15279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0"EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR W/SIDEUTE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891A-R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL35216.1-R7 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 12/31/2020 FL 10477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL13192.1-R5 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.146 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-R9 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 10/06/2020 A R 0 N I T N C T 8 6 GroupOam 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdeWiMgroup.com AA 0: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA. FLORIDA 33634 PH: 6134MS-262B FAX: 8134;M2802 IC UBDIV. a. JLOT:SILVERADO LOT ##6 BLK 14 3719, 000-06141 MODEMA 2795-B OARAOM DIWIWO: RIGHT PAOJD PRODUCT APPROVAL LISTING 150 WH EXP, B NOV F-PARINT 10/30/20 SCAIM 1/4"=l'-O" DRUM D3 PREFORMED CONTROL JOINT � K.ANGE OF CONTROL JONI$ TO 09 WIRED TIED TO LATH • D' OL. MAX (VERTA NM, DO NOT FASTEN CONTWL JOINT TO WALL EVEN P STUD EXISTS BEYOND EXCEPT STAPLES 1LV x. LEG MAY ISE USED TO TEMP. SeCU� CONTROLONi DWlUIG INSTALLATION � PASTERM TO BE SPACED • 1' OG MAX VERTICALLY � �9 COAT C401INT \ URD LAYER -2, FORTIPIBER BUILDING PAPER APPROVED PETAL LATH PASTENED Er (VEPIT.)O.C. MAX AT SUPPORTS UM LAYER 9, 6TU= URAP UICOD "ATHiNG \ To LATH SHALL NOT Be CO R-41OU6 v TD r ' r• To r TH4l000H CONTROL \ JONT6 BUT SHALL 0E STOPPED AND TIED AT EACH SIDE. —PROVIDE 2X4 SLOGGING PER A6TPT CO&D 1J0.44 PLACED FLAT MAX. 6' TO M' M%OM C40NTIWL JOINT WHEN CONTROL JET FALLS ON Nam,\ \ L PASTENEM POR LATH TO DE NAILS 0 / STRUCTURAL STUD STAPLES N COMPLIANCE W( ASTM OMS r 2. WINE TIES TO BE (NO. IS) 00416' WINE / 3. BLOCKING, SNOW MAY BE N ADDITIOlJ \ 1— To 1.STUDS RECUIRED PER PLAN / OL tCLD IrAe•IC • Pr. A OL 1 A PT.A lMWIp• % 1 OFM.AN • Pf. M 31 ORSAN . PT.O OL raw NMIO • R. A 2. CPKMR . PL M !0.D 4F • ® L FOLD REIYrD • R. A 1 CLAN • Fr. M * CRIAN • R.O * ICED Pf.O OVSR R. M TLL Pr.O TOMB MOTTO, t1AAR a Ir Y' • MOTION "JNOt WTMR T-OW MAL ICED, 120. t=CWP N2ML APPROVED BUILDING, WRAP SMALL BE LAPPED A MINIMUM OF 4'A4' GW-ADW 6' • VERTICAL LAPS (ROLL PLASHING (CAP! ENDS) 4 6' • HORZONTAL LAPS, URAJ• MATERIAL ALL ON" NEED TO BE TAPED LATH VERTICAL LAP TO BE V APPROVED WOU WTH FORTIMR SNEATHNG TAPE PLAbIN6 io ex / I I' OR LESS PIPE / / \ I PMNeTRATION / / T MN LM • FETAL "TM \ \ 69M1' SELP-ADHERING, MEMBRANE PLASHING (COMPATIBLE W) HOUSE WRAP MATERIAL) OVER 4'x4' SELF-ADFEMIG, MEPRRANS FLAOHISIG, OVER APPROVED HOUSE U.RAP. R.ASHNfi TO eeiTBiD O4T0 PIr•e {..� - CUT AND OVERLAP ONE SIDE Q 1IT METAL LATH R.�� ' CUT AND OVERLAP SIDE Q ���p p STEP el �'P�p P IONESR STEP 02 PLAb M RING MEP70RANE UM LAYER 9, PLTMA6c3 COAT C.EP' ew STUCCO WRAP I llt�CCC, l0 Ai •Merl I T / METAL LATH Wm LAYER 9, FC"MNMR I WM LAYER 4, FORTIFIBHR BUILDING, PAPER UM LAYER 12, PORTIPIBER \ BUILDING PAPER METAL LATH BUILDING PAPER \ I WXW SELF -ADHERING MEMBRANE — STUCCO URA% PLASHINIG, OVER 4.4' SeLF-ADHERING, MBMBIRAFE I INSTALL FASTENERS (CLIPS, PL48141NM OVER APPROVED J WOOD S EAT14NM STRAPS, APLSOAS M42WRED TO SECURE HOUSE UIRAP. ILAb4*IG ro eXTMND aNro P Pe 2 APER LAP el:du.em I m•.r-B• (4) KICKOUT DETAIL a"4H• a �pRTTIt� � [MMAa DR 1YTALL taarae wY Al aorTm OT nooP iR1ERIMOTM7NR I•MwUN LAP. 4• ovE Y.L HAP 6LAPS OF METAL PLASTER BASED SHALL BE SECURED TO PRAMNG MCMDE S. THEY *HALL BE TIED WITH 00415-K (121-MM) WIRE AT INTERVALS NOT MORE THAN S' (22S-MM) AS PER ASTM CI"3 IAL FOR REPAIR OF TEAM N UR6 LAYERS, TEAM MAY ISE PATCHED D14OUSE WIRAP TAPE PER MANIP. OPEC. opt PEEL 4 STICK WOOD O EATI BULDI PAPEP 6TUCC-I WOOD SHEATHING OR CMU WRE3 LAYER 01, STUCCO WRAP (FRAME ONLY) V THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WREI 4 TAPE OVER ROOF/WALL SCREED S'XS' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING i (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, L- Z_ INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. PIPE N.T.S. CONT. BEAD OF SEALANT AIR STOMMING COATING OVER STUCCO( P NW4 (SEE TYP WALL SECTION) SECTION PER SECTION RT03.7 BIMItlT I W IMn nld 0 W IrNn Eltlerlor use! portlerW aerrtent pester shell comply with the epWlcalloo requirements of ASTM C 92612A. Installetlon of exterlor lethkl9 mW frerrirp shell com y wlth ASTM C 1063-12A. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER------- - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO 7 •�� A ;//////////// SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R703,11 / ASTM C-64-1-0'5, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. NUNALU KLAUNN ISLVU. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.EbdealgngrouP.wm AA S: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134MG-262S FAX: 813886-2802 BIIIIIIIII BUDDIV. Ala LOT' SILVERADO LOT #6 BLK #14 PI42DJECT# 03719.000-06141 MODEL: 2795-B GARAGE B IMG- RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH E . B DAH1E 10/30/20 SCALE: 1/4"=1'—O" SHEET WA1 00 BACKER ROD BACKER ROD INSTALL 6' SELF-AD14ERNG MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SECIANICE OF FLASHING TO BE, 1. BOTTOM, 2. SIDES, 3. TOP VENT CAP 16 TO DE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z DEAD ALL AROUND VENT -APPLY SEALANT ALL JONT6 AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL 6IDEB,Y4 CAULKING • JOINT ALL AROUND PER SECTION R703.7 Exterior!jNffl and DlaEerino Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. WRD LAYER -1, I K: STUCCO WRAP "t I`h HOODED VENT X. J' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT ( FRAME) WOOD — O"TUCTION WOOD SHEATHING WRIS LAYER 9, STUCCO WRAP WRB LAYER O, FORTIFIBER BUILDING PAPER 6' WOR OTMP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z MA814NO STO►a VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (UJRB LAYER 01, STUCCO WRAP) UJRB LAYER 02 (FORTIFIBER - - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO G WOOD SHEATHING: SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-021, MIN. 2.5 L59. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH (v' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANLF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT* TOP 4 SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGHI / WALL h 1 6' SELF ADHESIVE_ FLASHING (INSTALL PER MANUF. SPEC6J BUILDING PAPER — UNDER 'OWCK FLASH' A VENT PENETRATION SCALE, N.TA. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION —ELEC. METER FIELD Y\ VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 92, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER Ye' TO V MID -WALL WEEP SCREED V6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM 7R 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 NOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH T14A' NO MEMBRANE ENTERS BOX, APPLY TO FA1 EDGE APPLY E-Z OVER 6m MI GRADE 'D' FELT-PROVI' SEALANT AT JOINT$ AND INTERSECTIC STEP #1 STEP *3 WOOD SHEATHING LAYER -1, STUCCO WRAP LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH WOOD CONSTRUCTION .:�/-FI� NO FASTEN TO WOOD STRUCTURAL E MEMBER • 1' OG. MAX e' CM 36, To V MID _ 14 r� nesnP •r�s�n W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MA901,W BEFORE APPLYING (�oHORIZONTAL WEEP SCREED FRAME TO BLOCK) 8' WRB LAYER "I, -� STUCCO WRAP CUT 'X' INTO SELF -ADHERING �Xl MEMBRANEFLA6HING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED UM LAYER STEP 112 WRB LAYER 9, STUCCO WRAP APPLY 60 MIE GRADE 'D' FELT MEMBRANE FLASHING MEMBRANE FLA OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIFIBER BUILDMG PAPER STEP 1*4 COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL lioELASTOMERIC SECTION) METAL LATH STEP '5 STEP #6 OELECTRICAL RECEPTACLE ARCN ITEC Ttl Gqpuar. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.77"078 FAX: 407-774407E www.abdesigngroup.com AA S: 000332E DRAFTING BY: LTAMPA, DESIGN GROUP RAFTING INC. 64AUMCNT CENTER BLVD. SUi 1004 RIDA 33634 H: 6886-2628 AX: .8E&2802 BtMDIV. M LAY SILVERADO LOT ##6 BLK #14 PROJECT* 03719.000-06141 MODE3W 2795-B GARB iFNIK AGE RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B WOOD SHEATHING WRB LAYER 9, STUCCO WRAP WOOD U TZ LAYER 7, FORTIFISER CONSTRICTION BUILDING PAPER W HAT CHANNEL J' THICK, 3 COAT CEMENT Wf%' TYPE 'X' DRYWALL PLASTER 6' SAP. • TOP OF WEEP SCREED TO SHEATHING BEHIND UEEP SCREED WOOD SHEATHING 4- POSITIVE DRAIN WRB LAYER 01, STUCCO WRAP / - J' THICK 3 COAT CEMENT ` PLASTER ! AM66UFIC-TS® CUSTOM FLAOMING WRAPPED i s t s a TOP OF WEEP SCREED TO SHEATHING BELOW WIRE, LAYER 9. STUCCO WRAP hti' -�,i : ' .. i • _ WRB LAYER 9, FORTIFIB i BUILDING PAPER •+, �'.' s+;{ •`, 6' SELF-ADHEREING FLASHIN G URAPPED //Y/�yfo•+',Y BTIICC�OYEW AP • C0PMR OF CANTILEVER AMICO AMI66-UPUIC-Iw J CUSTOM CASING DEm 4- 1 J2 WEEP POSITIVE BRAN SCREED NO GAP INFIELD —� (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL.® CANT. SCALE, I V2'•I'-O' NOTE: METAL LATH: LATH TO 5E PER SECTION R103.11 / ASTM C-64-7-013, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH FOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER -1 3/ I RESILIENT WEATHER RESISTIVE N .T CHANNEL BARRIER 4 VINYL CASING BEAD J' THICK 3 COAT CEMENT PLASTER 5/S' TYPE 'X' DRYLLIALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING FINISH J' THICK 3 COAT CEMENT (2) 2xI2 HEADER PLASTER VINYL CASING BEAD — — Z_ NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCTTON WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER R " `y THICK 3 COAT CEMENT PLASTER 5/6' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING FINISH J' THICK 3 COAT CEMENT WEADER45EAM PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION EXT. WOOD FRAMED WALL 81.1154FLOOR DECKING PRE-ENG'D TRUSS WEATHER RESISTIVE - BAMMER 9 UEATHER RESISTIVE - BARRIER •2 J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING EXTERIOR GRADE DRY WALL I' THICK, 3 COAT C PLASTER LINO GAP N FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 0 CANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER "2 (FORTIFI5ER - - - - - 51JILDING PAPER) METAL LATH x-x-x-x STUCCO �-: -3 -ADHESIVE FLASHING - - - - - 3' X 3' 26 GA. GALV. FINISH LAYER (2 LAYER METAL DRIP EDGE PEEL STICK) SET IN FULL BED OF 6' PEEL 4 SEALANT,)J' MIN. STICK • DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK Yl GAP FOR BACKER I K'XI 3'4' P.T. OR SIMULATED ROD 4 SEALANT WOOD (TREX) FILLER CONTINUOUS VINYL CASING BEAD PROOFING lot WEATHER RESISTIVE LAYER (2 LAYER PEEL 4 BARRIER 01 STICK) WRAPPED FROM WEATHER RESISTIVE BALCONY DECK TO , BARRIER 42 CANTILEVER 6' PEEL 4 STICK • DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP ® EDGE ® 3' X 3' 26 t'sA GALv. METAL DRIP EDGE •— SET IN FULL BED OF I vxI V P.T. OR SIMULATE SEALANT, Jf' MIN. WOOD (TREX) FILLER SPACE FROM DRIP C40WWAJOJS FACE TO TREX Y� GAP FOR BACKE VINYL CABING BEAD ROD 4 SEALANT WATER PROOFING lot FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 PEEL 4 STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER J' THICK 3 COAT CEMENT PLASTER METAL LATH 5/0' TYPE 'X' DRYWALL WOOD SHEATHING W/TEXTURED 4 PAINTED WEATHER RESISTIVE FINISH BARRIER 9 WEATHER RESISTIVE THICK, 3 COAT CEMENT BARKER 42 PLASTER VINYL CORNER BEAD 4' POSITIVE DRAIN nCRP Aaw.111n VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION Y4' GAP FOR BACKEF ROD 4 SEALANT — VINYL CASING BEAD WATER PROOFING lot LAYER (2 LAYER PEI 4 STICK) WOOD SHEATHING I XU1N SHEATHING !ATTER RESISTIVE AM\MER 9 .A7HER RESISTIVE AMMER 42 SA'. \ -EEL 4 STICK I Vx3' 'L' PLASHING FULLY EMBEDDED IN ROOF CEMENT I V X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF FACE TO TREX WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER 4 EXTERIOR COLUMN COLUMN SHEATHING 4 STICK6' SAP. 1 J6'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT IN X 3' 26 GA GALV. METAL DRIP EDGE OR SMULATED SET IN FULL BED OF K) FILLER SEALANT. $' MIN. SPACE FROM DRIP Yi GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED W 3/4 RESILIENT HAT CHANNEL 5/S' TYPE 'X' DRYWIALL WREXTU FED 4 PAINTED FINISH J' THICK 3 COAT CEMENT PLASTER WATER PROOPING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING U!1 FOR CLARIFICATION OF VINYL CAGING DEAD --/ ac1.1R4TE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION 0 COLUMN !w /"T " rT AcuTKTr_1 2x FRAMING MEMBER WRB LAYER h, ° STUCCO WRAP ! THICK, 3 COAT CEMENT WOOD SHEATHING PLASTER UM LAYER 02, FORTIFIBER ®WILDING PAPER 2 I/2° CORNER BEAD WR5 LAYER 01, FASTENED TO SHEATHING METAL LATH '. 1 STUCCO WRAP I' O.C, MAX, THICK 3 COAT CEMENT t 1 WR5 LAYER 02, FORTIP15ER t'; N PLASTER ; 5UILDING PAPER WRB LAYER 01, 6'SELF-ADHERING y METAL LATH STUCCO WRAP FLASHING 'I �' THICK, 3 GOAT CEMENT WOOD SHEATHING (EXPLODED VIEW FOR PLASTER Cl AIQITY\ METAL LATH DRIP CAP ' WR5 LAYER 02, FORTIF15ER BUILDING PAPER 14A CORNER BEAD � FRAME � 22 1 CORNER BEAD (FASTENER 4 SPACING a l' O.G.) CMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � 7�\CORNER BEAD Ce? BLOCK WINDOW FLANGE WRS'LAYER •I, STUCCQ WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH THICK 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE 15B CASING BEAD CD WINDOW (FRAME, NO BAND) A IC N I T E C T t Groulr= fT LONGWOOD, FL 32750 �• PH: 407-774.6078 FAX: 407-774-4078 vwvw.abdesigngroup.eom AA A: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134386.2628 FAX: 813S88-2802 OtMD:v. & LOT SILVERADO LOT #6 BLK #14 [PROJECTIF 03719.000-06141 MODEZ. 2795-B OARAGM MIWU;d: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. H WOOD SHEATHING WRB LAYER h, STUCCO WRAP —� UIRB LAYER 02, FORTKFIBER BUILDING PAPER METAL LATH t i' THICK 3 COAT CEMENT\ PLASTER 6'SELF-ADHERING FLASHING VINYL ANGLED D CASING BEA DRIP CAP — WINDOW FLANGE VIEW POR CLARITY) WRS LAYER h, STUCCO WRAP WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIFISER BUILDING PAPER METAL LATH i' THICK, 3 COAT CEMENT PLASTER b'SELF-ADHERING FLASHING WINDOW FLANGE CASING BEAD ® WINDOW 15C (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP UJRB LAYER 02, FORTIF15ER BUILDING PAPER 1}' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD Ys' GAP TYP CASING BEAD IX TRIM MEMBER TO TRIM ® STUCCO TO SIDING TRANSITION SIDING ,. s*: WOOD SHEATHING WRB LAYER 01, STUCCO WRAP STUCCO WRAP THICK 3 COAT CEMENT .ASTER ETAL LATH LIRE LAYER 02, FORTIFIBER BUILOMG PAPER WOOD BHEATHMG WRB LAYER 01, STUCCO WRAP CASING Nr BEAD (P' SELF -ADHEREING; FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 �y��lnADO) THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME ,( — WRB LAYER 02, FORTIFIBER TV BUILDING PAPER / E-ZE-Z BEAD CASING, (W/%' FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING; MEMBER (V SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING —� wom CON°TRUCTIOIN MEMBER DETAIL BELOW EXPLODED Wowaw4TMING FOR CLARITY L "TwER RESISTIVE &4mwR i ` --_--___________________________________________ ' - UZATHER RESISTIVE BAIRIER a � \\ W, TIDY AI' SIDING i \ O' SELF-ADNERMG --------------------------------------------- -------------------------------------------------_. , OMM wweile�IG ` _ ataTNlEle Rea6Tlva Y4' GAP TYP THICK, 3 COAT CEMENT / \ BAMNEft.1 CASING BEAD PLASTER etARTER BTIaP \ .. UJIMATMER SAPI ER �SIBtIVE ; SEALANT TO WINDOW METAL LATH 66'SE-ADFIERMG GALVID AL GALV'D METAL \ - -" 'Z' FLAWINS I MRS LAYER 02, FORTIFIBER Z FLASHING I BUILDING; PAPER !USAX 6. IMULATW M u�Cv7RMMEMBM; WINDOW FRAME \ WOOD SHEATHING CASING\ OLAQ �• i / Y• X •' EMULATEDB'DER I uJaoD TRM M ' i • .; .: ,, \� AL coat IUCAULKING / OR AFF'ROVED SEALANT IVi 16' CABINS SIDING TO STUCCO I WRB LAYER 01, ® BLOCK TO FRAME STUCCO WRAP �„� TRANSITION 1� yiir' I Co' WIDE PEEL < STICK WINDOW FLANGE OVER FLANGE NOTE: I F-Z BEAD VINYL CASING METAL LATH: LATH TO BE PER SECTION I (W/%' FLEXIBLE PVC BACKER ROD) R103.1.1 / ASTM C-841-0% MIN. 2.5 LBS. 2X FRAMING PER SQ. YARD (UTILITY OR NOMINAL MEMBER -APPLY FULL BED OF SEALANT BETWEEN LATH DOES NOT MEET SPECIFICATIONS) FLANGE 4 BUILDING WRAP BUILDING WRAP HOOD Cl"TIeJCTICN BEYOND WOO SIlATMMG— "BATATNElowwwIER F"SIVE STI WRB LAYER 02, FORTIRBER hxREV111A�1610 I BUILDING PAPER I 6'SEL:F•ADHERING METAL LATH I6TARIeR 6TRIP (EXPLODED" THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) CASING BEAD C RAISED S17A��iSCALE:BAND (FRAME) 1 1/2' a I'-O' BACKER R 11111ME PK SIAERe WATNM BAPIPSEN \ BARIgBR -1 TO LAP &' MIN. ABOVE TOP 1 OF W FLA6NNG '�TF RR I,EIIBTWE 10 WRATWt M"TIVE `GALVV METAL W FL.ABMNG LLEATMR M616TIVE BAMER 9 RpRt )PVC MACXIMSIDING TO STUCCO '-wTwommastaTIys ® FRAME TO FRAME eARR1ER � � TRANSITION lA EZ BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) U1R5 LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO • .. - ., %///////Zmazi SELF-ADHESIVE FLASHING — — — — A A C N I T I C T I Groin zrri rv. rtvrvw�u rtcww+n o�ru. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdadgngmup.com AA N: 0003325�N: 00033255 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 PRIS V. a LOT: SILVERADO LOT #6 BLK #14 PROJECT* 03719.000-06141 MODEL? 2795- B GARAGE 8TII4G: RIGHT PAGE: WALL ASSEMBLY DETAILS %150L.,VPH E . B LPDRA'"T10/30: 1/4"=l'-O" A4 SMPO OLD -I Ou" XKF U MCA FOLD N AT SLOP "TALL 0' SELP-ADWINItlNO FLASHING ER OV VINYL HEAD PLAS/INO (WITH !ND DAPS) NAILING KAPIGE AT INSTALL VINYL CAP EXTEND FLAAWING MIN r BELOEXIM SILL \7/` FLEXIDI.E PLASHINS DO NOT SEAL BOTTOM FIN STEP 6 ALIGN K ASWM uV INT. EDOE OF SILL RO. MECHANICALLY FASTEN PANED EDOEB.(CAP NAILS, STAPLES) INSTALL DUPONT PLE)Q~ AS TF FLASHING AT " FOLD NOUSEYANIP DOW A TAPE DIAGONAL CUT A ACROSS HEAD OF WINDOW iAMM AND HEAD a IPPLY TO SACK OF ENDOW NAILING LANGE IN LINE W/ IDLES OS SLOTS. INSTALL S' WIDE ADHESIVE SACKED KENN LL FLASMN MATERIAL OVER OMP CAP JOINT (PPIOTECTO-IW1P OT-20n a EOIav) STEP 7 STEP 8 `1'� WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS STEP 4 blok L IT 18 THE CONTACTORS ISESPONSIDILTY TO VERPY THE COMPATIOILIT' OF ALL PRODUCTS INCLUDING WOUGM~. SEALANTS 4SELP-ADHERNO PLAMI817 MATERIALS USED DIASND COPMTRDTICR 2. INSTALL ALL MATERIALS MR MANI~TSSERS WtlTRN SPECIFICATIONS WBpn S RN_4/TS MAY IRACT ADVCRBELY P NOT CLEAN AND SEAL JAMD TO SILL JOINTS WITH DOW 1199 FOLLOWING. C rMETION OF EXTERIOR RETROFIT WORK REPAIR OC 40ME 81-OWN SHALL 15E IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENMG RALEINTERIOR PERIMETER oR WINDOW WITH SEALANT WOeslarn rn: au (. ((vou ra FAX: 407-774.4078 www.abdeai8n8roup.eom AA 0: 0003320 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 0439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA. FLORIDA 33634 PH: 813b862628 FAX: 813-8862802 8TJ8DM de LOT. SILVERADO LOT #6 BLK #14 PROJECT# 03719.000-06141 MODEL: 2795-B GARAGE EWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: WINDS FLASHING V. 150 MPH E B DwA1�E: 10/30/20 8CALE: 1/4"=1'—O" 8*MET WA5 1 I I I 1 1 1 \ \ i I---------- \ ---------------- ------------- _.--._- .-- .- 2x6 SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK - - -- -- --, \, DRIP EDGE /� l/8' TEXTURED I \\ �\ I I/81 FINISH A WOOD I In' TEXTURED � \ FINISH ® CMU / \ 1/8' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU METAL LATH METAL FASCIA WRAP OR SHEATHING WRB LAYER 01, STUCCO WRAPORAME ONLY) WRB LAYER 12, FORTIFIBER PAPER LIBUILDW. (FRAME ONLY) 2X6 SUD BAND ROOFING CEMENT DRIP EDGE i METAL FASCIA r WRAP Ye' FROM \\ i STUCCO, 1' FROM \ .------------ WOOD WALL \ h `—EXTERIOR WALL \\ (FRAME OR CMU) \ NOTE: NOTCH FOR 2X6 \ \� SUB BAND ONLY \ ®ELEVATION �FLAN A � © FLAN 5 METAL KICK OUT ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, 1' OFF WALL Z(NOT INTO STUCCO) �— ''1/8' TEXTURED FINISH m / WOOD, 1/2' TEXTURED FINISH 0 CMU 2x& SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS &'-8' O.C. MAX. 2x SUB -BAND WN4'x4' NOTCH s END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KIC K-OUT �ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/t4"x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY A N C N IT N C T S 6 Grow;®rn 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA 8: 0003328 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888.2828 FAX: 813886-2802 rl 01111111111 mm EtUDDIV. & LOT. SILVERADO LOT #6 BLK #14 PROJECTIP 03719.000-06141 MODEL: 2795-B GARAGE OWING: RIGHT PAGE:WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH E . B 1 DwRtE 10/30/20 aCALE: 1/4"=1'-O" SHEET WA6 50'-0" F-ARex IT■CT8" 30'-8" 27'-2" I 11L6%r r IF2-3OX30 8'-0" 10'-3• 3'-2• T-2" r r4'-5" m 1 ri I m' 4" CONC. I 1.1 i /r r w SLAB ~ a F110X30 4' PVC � CHASE � r 5 10" 9 2" 4 -4" 1 1/2" +3 Z w I 1"PVC CHASE �r� U FM-16X18 EXTEND 1 SLAB 1 112" FOR ELEC. @ r r ❑ U ISLAND ,., ,r LLv 22'-2" VAT 19'4• i rr °7 TOP OF i r SLAB I ;;r X-2" I I f i TE-i J rr rr 1/2" I %r rr rr r r f E-1 4 i 12 I r r r� r � I I i rrr rr ,A I . 29'4" 20'-8" I I I I � � � i "I I I. 1 - L TE-2 I ? 1.1 iv _—_ —___ 8 1.1 7 7-3• 5 *51/2" 1.1 5'-8' 2'-8" 2'-8' 2 U EXTEND SLAB 1 112" I - 11 f� FSi-1�S].e I � F1-24X24 g 7-31 "41•IT-O' FMC-16X18 U 4" CONC. o SLAB ww �, a a 1.1X18 F—F _ _ FM16X18 _ F7-24X24 N — — — — — — — — FM-16X18TE-1 -0. 5,-0. ., 13'-0" 7'-8" 9'4" 20'-W 50'-0" SLAB SLAB FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 3 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 1.1 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 0 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.I71NDICATES #5 BAR, 13INDICATES #6 BAR,WNDICATES #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 #TS AS SHOWN ON THIS PLAN, UNLESS I? OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Pm = 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 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6.6 W 1..1.4 OVER GENERAL 3 IQ" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK I WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-i6X18 16" CONTINUOUS 16" - (2)#Vs (+)0'-0" FMC-16X18 16" CONTINUOUS 18" - 8 #5 IN CURB VARIES F1-24X24 24" 24" 12" a e (-)8" BELOW GIRD TE-1 8" SEE PLAN 1. - s _ '_4" TE-2 8" SEE PLAN 8" - s (-)0'-0" CWC-12X12 12" CONTINUOUS 12" - #5 IN CURB VARIES F 1-30X30 30" 30' 12" (3) #5% (3) #5's (-)8" BELOW GRD F2-30X30 30" 30" 12" (3) #5'e (3) #5's -)12" BELOW GRD FOUNDATION PLAN SCALE: 1/4" = V-O" LLC. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 , DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 81"86-2628 FAX 813486-2802 �IIIIIINII ammm -I NUBDIV. so I.OT: SILVERADO LOT #6 BLK #14 PROJECTA, 03719.000-06141 MODEL 2795-B GARAGE 1l11IIIdO: RIGHT PAGE: FOUNDATION PLAN 150 MPH E B W„ MIN. EACH WAY MONOLITHIC FOOTING z } t. •v Z g STEEL REINFORCING IN GROUTED g ^ STEEL REINFORCING IN GROUTED ad CELL SEE PLAN FOR SIZE AND Q d 0 CELL SEE PLAN FOR SIZE AND SPACING ��'• ,!w 0 SPACING REQUIREMENTS r b REQUIREMENTSP: _ w Q w °� U w I.1v.•• —FM GARAGE DOOR RECESS ma a w <L� 7 y Z 8" CMU WALL O 8" CMU WALL I .I CORNER BARS, SAME SIZE AS LARGER BAR w W 9• O °p 2 «- 0'-0' IN FOUNDATION WITH 30• LEG EACH w U M +- 0'-0• d WAY AT ALL CHANGES IN DIRECTIONS W N TOP OF SLAB ~ TOP OF SLAB ' ... SO THAT THE STEEL REINF. IS CONTINUOUS ,. I . �.r' • _ • MATCH AMOUNT OF CONTINUOUS BARS •I CURB FOR • a EXT. PORCH SLAB:• SEE SLAB SCHEDULE BAR SIZE 48 BAR A. 4" CHAMFER (1STORY) - EXT. PORCH 1�(/ - V I S SEE SLAB SCHEDULE TOP OF GARAGE ILL d ' .. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET AT ELEV: W/ 1/2" ISOLATION JOINT pNHERE 6" CHAMFER (2-STORY) 78" pq 2q^ SLAB W/ 1/2" ISOLATION IS 4" CHAMFER (1-STORY) Il . 6" CHAMFER (2-STORY) ° .: 0.4. APPLICABLE) Z SEE SCHEDULE #5 30" JOINT APPLICABLE) -. Z T°• EESCHEDULE a. a WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING g FOR WxD, BAR SIZE #B 36" g FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST iv AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO (':"\EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE n @ GARAGE SCALE:314"=V-0" CORNER BARS DETAIL 4 DOOR OPENING SCALE: 314"=1'-0" SCALE: 3/4"=1'-W LAP TOP PLATE A MIN. OF 48' LAP TOP PLATE A MIN, OF 48" AND NAIL WI 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN w 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL WI SYP No 2 STUDS SEE w 0 0_ No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE S (n NEW REINF. BAR SPACING. SINGLE BTM. PLATE ,2'k9" WEDGE ANCHOR W/2" BTM. PLATE TO BE PT. O a SECURED WI 2- PART K g PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH TO PLATE PLATE PROVIDE DBL. TOP PLATE SECURE BT' PLATE TO SLAB W110d MASONRY 2• CAPPED a EPDXY. MIN. EMBED EPDXY 5-i12" EMBED. MIN. 16" OC GALVANIZED PIPE 8, UNO SIMPSON SPH4 OR SPH6 MAX. NAIL,B" O/C STAGGERED. ADDITIONAL METAL W/FLANGE 0 BASE Q D FOLLOW ALL MANF. BTM AND TOP PLATE CONNECTORS NOT U) 0: SPECIFICATIONS FOR. I USE AND ANCHORS tOd x i 1/2" REQUIRED WHEN NO 4 _ PREPARATION OF COMMON NAILS FILL ALL HOLES, DO NOT USE 10d w y UPLIFT IS PRESENT. w HOLE. x 3" cc SEE SLAB SCHEDULE of SEE SLAB SCHEDULE SECURE FLANGE TO W a Q SLAB W/(4) 1/4" X 21/4" p O} +. p'-p• +_ p-p" TAPCONS Q- TOP OF SLAB 7 SLAB •.°-`�•. CHAMFER (I-STORY)4L� 4" - �- =° �a 6" CHAMFER (2-STORY) EQ. EQ. SEE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL BOLLARD 5 6 MONOLITHIC FOUNDATION 8 SCALE:34"=1'-0" (NO UPLIFT) 7 (W/UPLIFT) SCALE:3l4'=1'-0" scALE:3/a"=,'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 24 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE g PLANS FOR SPACING. SINGLE Q ^ BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 0 ¢T PROVIDE DBL. TOP PLATE , 6" OIC STAGGERED. ¢ t Q w ADDITIONAL METAL 00 U CONNECTORS NOT REQUIRED WHEN NO 0= cm UPLIFT IS PRESENT. O 8" CMU WALL a' VARIER 8' Z POURED LINTEL CONT. (fYP.) 'gip:: 8" CMU FILLED CELL (TYP.) 3- 3' TOP OF BLAB`55 I' SEE SLAB SCHEDULE 2X WALL FRAMING +- 0•-0" TOPOF SLAB -<• Z [/�-•—� ° SEE SLAB SCHEDULE o 1/2" DIA SIMPSON ST82 BOLTS 5" MINIMUM EMBEDMENT INTO p ° m "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND ° a • CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX °• 6 E to POURED MONOLITHICALLY WITH • FOUNDATION AND SLAB I I SEE SCHEDULE %�° 3 SEE SCHEDULE I V FOR WxD, BAR SIZE , FOR WxD, BAR SIZE AND BAR QUANTITY � AND BAR QUANTITY SHOWER RECESS FOOTER INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO 12 9 scALE:3a"=1'-0 (NO UPLIFT) 10 FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: 1"=l'-W SCALE: 3/4"=1'-0" SCALE: 3/4"=7'-0" A R C N I T R C T• 6 GrouP2. 441 N. RONALD REAGAN BLV LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdeaWomp.eom AA Y: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33SU PH: 8194SM2628 FAX: 8134W2S02 8tMDIV. S. LOT: SILVERADO LOT ##6 BLK #14 PROJECT# 03719.000-06141 MODEU 2795- B GARAGE SMMO: RIGHT PAGE: DETAILS 150 MPH E B AMC N IT N C T GrouPOL�. "I N. RONALD REAGAN BLV LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5436 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813686-2628 FAX: 813688.2802 aUBDIV. as L40T SILVERADO LOT #6 BLK #14 PROJECT# 03719.000-06141 MODEL: 2795—B GARAGE 8WMG: RIGHT PAGE: DOWEL PLAN 150 MPH Er. B DOWEL PLAN SCALE: 1/4" = V-O" TIE VERTICAL REBAR TO HORIZATIONA, REBAR WI 10" HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. TO HORIZONTAL REBAR GROUTED BOND SEAM Z � VARIES PER ELEV. ° • 0 � #5 BARS 011B. 1 c 10" HOOK °..—�:e G -� •��•'°•:, ' ��° O CLEAN OUT REQUIRED OZ OU 1'-0" FOR INSPECTION OaD •❑ _12o] O a a 0'-0" FIN, FUR. O TIERREBAR .1 4 TO HORIZONTAL REBAR W/ 10" HOOK o BAR SIZE 48 BAR OIA. � ° Z� p It3 18" �� aB 36" m ARE NOMINAL SIZESNS OFFSET METHOD CONTINUOUS BAR SIZE 488AR DIA. #T 42° METHOD # 2424" MASONRY HORIZONTAL/VERTICAL HORIZONTAL/VERTICAL #5 30" 3 LSYMBOLS 4 REINFORCING �� L REINFORCING SCALE: 3/4"=V-0" #7 1,. SCALE: 3/4"=V-0" A R C N I T/ C T• Groin 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX:407-7744078 www.ebde9igngroup.com AA #: 0009325 i GRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA FLORIDA 99894 PH: 8134W2828 FAX: 8134IM2802 IINIiiIhI BVBDIV. Ac LOT: SILVERADO LOT ##6 BLK #14 PROJ=T# 03719.000— 06141 MODEXl 2795-B GARAGE BWMCI; RIGHT PAGE: DETAILS 150 MPH W. 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" 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/ 1Od x 1 112" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10, TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12, ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE, HEADER SCHEDULE MARK 6 SIZE DESCRIPTION REMARK 0 (2) 2X12 0 (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW/T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) SIZE H, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 30DO 8x8 (1)#5 NIA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS �MPi/NfB SAFE LOAD - POUNDS PER LINEAR FOOT 6wor-6sims 1SAFE LOAD 1 1domm-6soms SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH °V0 rF (4r) PRECAST 2231 W-T (4r) PRECAST 158E 4.4e" (N-) PRECAST Ise 174' (84') PRECAST 1217 V-10' (70") PRECAST 1082 V-r (M PRECAST on r-M Wj PRECAST 743 SV' (11r) PRECAST 864 IO V (12r) PRECAST 476 11--0 (130') PRECAST 382 17-7 (144') PRECAST 337 IXW (100) PRECAST 295 IW4r (18n PRECAST 279 IV-r (178) PRE87RESSED NIL 1SC (1N-) PRESTRESSED NA 114' CM PRESTRESSED N.R. I" (232") PRE87RESBED N.R. 21'-V (2N') PRESTRESSED N.R. 2r-W (2N") PRESTRESSED KR. 244' — PRESTRESSED ����=. 000000 000000v OD�Ommm mm00000 'm�00m�0 0�00��0 mi©om000 0®DODmQ^ 1111m 0 osaoo©mo 00000mo oommo�v 000mo�o 000��oo 0��0�00 �oo0om0 ODOmOmO O�D�mmO D�Om�®0 000��©0 00�0�©0 0�000�� 000©E1i.70� ®�0 0©ODD©© D���mmm OD©0��0 N.R 121 I MO 1 460 1 *4 1 04 -fan 1 1= (#)THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. • ALL VALUES TAKEN FROM SAFE LOAD TABLES' BY CASTCREIE MAY 201E EDITION ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFAWURE8 SPECIFICATIONS LENGTH — I -- I ------ LENGTH Z� 74F (4r) PRECAST I= 1024 INS 31r (42") PRECAST 4'4r M PRECAST 705 783 13M r-V (48") PRECAST w.r Mir) PRECAST 502 601 ton 4'4' (N') PRECAST " (N') PRECAST 411 411 745 S-4' (84") PRECAST 8-11W (M PRECAST 340 330 616 F-10' (70') PRECAST F-r (7C) PRECAST 607 n1 48o 9-r (78') PRECAST r4r (On PRECAST 424 534 363 r-r (M PRECAST SJ' (11r) PRECAST 3.6 512 230 " (112') PRECAST 1014P (12r) PRECAST 204 401 180 10'0 (12n PRECAST IT-C (138') PRECAST 280 482 1N ll'-C (IM PRECAST 12-0 (144') PRECAST 244 402 IV Ir-W (iN') PRECAST 184' (ISO') PRECAST 217 324 110 134- (ISO') PRECAST 14'4r (188') PRECAST 208 2S3 too wr (ion PRECAST 14'41' (178') PRESTRESSED N.R. 2N 91 14'4F (178') PRE87RE8 jr.r (184') PRWMEB® NA. 20 89 low (184-) PRESTRIES try' Wn PRESTRENIED N.R. 104 N 1r-r Wn PRE81RE8 Ir-C Wn PRESTRESSED N.R. 148 52 1Si' (MI PRE87RE8 21W Wn PRESTRESSED N.R. 125 42 21'-r Wn PRESTRES 274r (2N') PRESTRESSED, N.R 1 118 1 40 2747 (M-) PRWIRES N'•0' (2N") PRE1117RES8ED I N.R. 1 111 1 33 1 24'-V (2AS) PRE87RE8 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. • PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - PROVIDE MBBMUM I.OF BEARING PAST EACH SIDE OF WII4DOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 16-0126.03 �- __________ 8F16.1T/OMI10_______________8F16-1T/0M106 _____________$16.1T/OM//lBB __— �. 1 Im 1� ♦ ------------ In 6 1 I4* 1 b c ♦♦ b o LINO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 9'4", UNO. 8Fi6-1TI0M/IB 10'-6" mwIM INFU ♦ I ♦ I ♦♦ I ♦♦ I Y 1 1 1 1 1 I 1 1 I 1 1 i i 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 I 0 P 0 LL m I �1 1 1 1 1 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 .1 of to 1 1 1 i 1 1 1 1 1 1 1 1 i 1 1 �1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 �1 1 �19 � 1°D �1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 .. Lai I ' U 0: 1 0: 4 L 14 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeskgngroup.com ` AA M: 0003325 J DRAFTING BY: LDRAFTINO B. DESIGN GROUP INC. SEA. CENTER BLVD. SURE 1004 MPA, FLORIDA 33634 PH:6134MM-2626 FAX: S1...2802 ratmEm a. LOT SILVERADO LOT #6 BLK 14 PROJECT# 03719.000-06141 MODELe 2795—B GARAGE BW MG: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. NOTES TO THE INSPECTOR/CONTRACTOR TYP. S"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM to1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. ((G\' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. �OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND a0� 1#5 AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE, NP. 8"x16" 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 1iR5 / TOP OF THE LINTEL. / A 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8 VERTICAL REBAR W/ 10' HOOK �,\ ��� l 6 DBL. BOND TOP OF BREAM W/ (1 ifs BAR BOND BEAM �,p0 9 EACH COURSE • G 8XB BOND BEAM OAF • �Ga\N W/(1)#6 BAR BOND BEAM' •y 7.. I GROUT GROUT SOLID FROM OP I .�\\O� U = UNFILLED �f1\O NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # Of #C0 IN E BOND BEAM, IF FILLED LINTEL. BEAM COURSE #5 BAR IN SEE NOTE 5 A 16-1 T/ 1 M` / B BX8 PRE -CAST CONCRETE P09�F�fi NOMINAL—� LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY Q� HEIGHT # OF #5'S, TOP a OPENING-2" CORNER THIS INTENT BOND BEAM COURSE 2 BEAM DESIGNATION THAT XFXX- IT/S M1108SINDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRECAST CONCRETE REINFORCING OF BOND BEAM AND XFXX-iT/0MIOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1)REFER SCALE: 3/4"=l'-0" IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TOP ANDXUXX- 1T/iM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX-1T/0M/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEAOER(MIN) 2x4 (MIN 2 X SINGLE BOND BEAM DRIVE TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION S 145 MIN D WINDOW SIZE 300 MSHANK EN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-114" EMBEDMENT #5 BAR SENT AS SHOWN ° 3 1w PRE -CAST .a 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK WINDOW WINDOW � S12E.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND 18" 1-1/4" EMBEDMENT 4 2x8 (MIN 2 X 3) 2-3/16 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") 8" FROM EACH END AND SECURE TO SHEATHING W/ /7116'OSB UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-114" MIN. 2-12d PER BLK. EA. END VCMU BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW WALL SILL CONSTRUCTION CORNER BARS ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE: 3l4"=1' 0" (3LE: 3/4"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I > - I SINGLE #5 CORNER BAR, 3040 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM II i II I�Bx8 it CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. BAR(S), EACH SIDE SEE PLAN. / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH ANAT BOND. BEAM CHGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 6 SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 3/4"=1'-0" 6 Gr uI� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.7748078 FAX 407-7744078 www.abdesigngroup.eom L AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886.2628 FAX: 813-886-2802 axmDIV. as CAT: SILVERADO LOT #6 BLK #14 PROJECT# 03719.000-06141 "ODEL" 2795— B GARAGE 8WMO: RIGHT PAGE: DETAILS 150 MPH EXP. B FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8) 1Od x 1 ill' HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Od x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED, 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). B. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER c@ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: i. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A2x6 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. � k � O c5 'w ui u3 'w 13 u3 u3 3 u% 13 'w ui u-i 3 w 'w 'w w 'w O CJ1 CJ3 CJ5 to --n--"IITIIi--IIIIIr--IIaII----n---NN---m---IINII-- = p 11 11 11 II N 11 I �NnNNII 6.®. n n n u 1C I i IIII INI IIII n N Nh��u x n N II N 11 II II n n x u AH1 qp N N IeI tlN IIII u 1 x tl 11 R N 11 11 = N��NN� nl n n n n n =�• :1-:= T ENABLED _— do I ` ---------------J W D.�.& TO ADJACENT TRUSSES W/ M l8d COAMAON I �Q . ..-. _ .-. NAILS SSECURE TOBM. W/ SIMPSON LTA2 USED TO BRACE d.......:.®_ .I...�e�-.-._.----- TOP OF WALL I I II C---- d...... ...... .I.. .... ..-.. ..-.-.-.-- I I I 4--- ------------- 1 �_i 22 -T. 7ATXT311F r— — — — — — — — — — -- I I I -.-. I.......16 I I I I I I L— — — — — — — — — — - .....ii.......-.- a. ..................- N .-. .-.-.---IF. ..�=-.�Z _•-s-.----- -.-.-...-.-.I. I I I I I I I ------•-- _.. �............L y'A I I -- L_----------------- ...... ...... i� .ter -• 22x54TTIC CJ1 CJ3T CJ5T AH9 AH11 AH13 AH15 AH17 AH19 AH21 AH23 A A Al Al Al A2 A2 A3 A4 A5 A5 A5 AH23A AH21A AH19A AH17A AH16A AH13A AH11A AH9A El C 1 R tl W II N NR pe A Npfl rpq g ...._.. . NUC-4 tl LN wW wN i ._.... O ....... C 7-7-7 — - — - — - 7ti - BGE -�. (2) 2XI2 TO 4x4 POET w/ (2) MTS-16 4x4 POST TO IBLOCK ABU-44 (2 TOTAL) FRAMING PLAN SCALE: 1/4" = l'-W A R C N I T I C T t 6 GrGou�� LONGWOOD, FL 32750'. PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA M: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813ZM2628 FAX: 813-886.2802 att aDm ae I.oT14 SILVERADO LOT #6 BILK #14 PROJECT* 03719.000-06141 MODEU 2795— B GARAGE 9WWO: RIGHT PAGE: FRAMING PLAN 150 MPH EXP. H DATE 10/30. SCALE: 1/4"=1'-0" WMET s3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 }" NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 , NAILS TO TRUSS DBL STRAP,1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) iOd x 3 }" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) Ted x 3 }" NAILS TO GIRDER ix2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) led GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WAUJFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 8", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS, ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U: 1810 LBS, L:770 LES (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ GIRDER CONNECTORS) �P=ice 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE Cl 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 }" NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFAVALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. \--A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) t' x 5" TITEN HD TO CMU AND (12) SDS }" x 2 } TO GIRDER 841) SIMPSON FGTR GIRDER TIEDOWN WITH (2)}" x 5" TITEN HD TO CMU AND (18) SDS } x 1x2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL 2x SECURED W/ (3)16d C-(2) SIMPSON FGTR GIRDER TIE DOWNS WITH GALV. COMMON NAILS. (2)}" x V71TEN HO TO CMU AND (18) SDS }" x 3" lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LSS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) —Y ,Q ,� TYPICAL ROOF "' "' `' GIRDER CONNECTOR(S) s LSTA12 20 GAUGE W/ 10dx1/2 HOG NAILS 0 EACH END. TOTAL OF 10 FLOOR GIRDER M4 W/ 5/8" A.B. WITH AIN. 7" EMBEDMENT TO SLAB 8 (18) 16d x 2X4 OR 2x6 WOOD BEARING 2-12" NAILS TO POST., WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING, SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING .°. 12" GYP. WL. BD. GIRDER/WOOD POST CONNECTIONS J SCALE: 3/4"=V-0" PRE-ENG FLOOR TRUSS SW GYPSUM BOARD OR i/2' HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE W/ (2) 16d TOENAILS DOUBLE TOP PLATE FLOOR TRUSS CONNECTION @ L.B.W. * sCALE:3/4"=V-0" (NO UPLIFT) NOTCH DEPTH 1/4'0 HOLE EDGE >5/8" HOLE DIAMETER < 2/5•D SGL. STUD OUTER 1/3 OF SPAN ONLY HOLE EDGE >5/8" 01 BTM. HOLE DIAMETER PLATE < 3/5•D DBL. STUD STUD NOTCHING AND BORING LIMITS 0 SCALE: 1 12"=1'-0" A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22)16d GALV. COMMON NAILS AND (8)16d GALV. COMMON NAILS. B-SIMPSON HUS28 G <2400 LBS, U < 1425 LBS W/ (2) 3/4— SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22)16d GALV. COMMON NAILS AND (10) led 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) led GALV. COMMON NAILS AND (12) led GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4'" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) Ted GALV. COMMON NAILS AND (12) t6d GALV. COMMON NAILS. E - SIMPSON HCUS28-3 G <4800 LBS, U < 1810 LBS W/ (4) 3/4"" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) Ted GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. WOOD LEDGER ATTACHMENT DETAIL SCALE: 3l4"=1'-0" 6'-0" MAX (WllX4) OR 10--0" MAX (W/2X4)) # 11DO UPLIFT SIMPSON — HTSM20 W11010d TO TRUSS AND (4) 114" x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL WI101 Od TO TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN, 2" COVER 8 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 1X4 DIAGONAL BTM.CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES lx4 BTM. CHORD BRACING V-0" O1C —/ END WALL OR OTHER MAX., OR 2X4 BTM. CHORD BRACING END TYPE CONDITION, IF 10--0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD t+ �L INTERSECTION TYP. ^ BTM. CHORD BRACING (� SCALE: 3l4"=1'-0" 5'EDGE CENTRAL SPACING SPACING SEE SEE CHEDUL SCHEDULE EE ING LAN SEE SCHEDULE FOR BOLT SIZE 5 12" MIN. EMBED. (TYP) SEE LEDGER SCHEDULE d 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT, Z 2. END OF FRONT AND REAR LEDGER SHOULD 00 LAP A MIN OF 4'-0". 3. ALL BOLTS TO HAVE WASHERS Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY m CLOSER THAN 6" O/C. 5. IN LIEU OF HILTI PAF'S SIMPSON TITEN 1/4" (2) _ PT MASONRY SCREWS MAY BE USED, LEDGER SCHEDULE MARK SIZE BOLTSIZE REDGESPACM C811MLIIPAM A DOUBLE 2X8 1/Z' 8" O/C 16" O/C B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE 2x10 12" 8" O/C 16" O/C D DOUBLE 2x10 3/4" 8" O/C 24" O/C E DOUBLE 200 3/4" 6" O/C 18" O/C F DOUBLE 2x12 3/4" 6" O/C I 12- O/C 10 WOOD LEDGER DETAIL SCALE: 3/4"=1'-0' (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO COVER 5TRUSSES) 0'-0" TO 30'4' (1)'X- BRACE 30'-1" TO 60'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM RED. 2X4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT. PLATE TO BLK WI 12" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2X4 SECURED W/ (2) 100 @ EACH TRUSS TO BE INSTALLED 0 10'-O" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 314"=V-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 (Fl AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=l'-0" A A C N IT I C T 8 6 Grous "i N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.•bdosWowp.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. [5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-SM2626 FAX: 8134W2802 IIIIIIINII annums FLOOR DECK 2x6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS Wl (3)16d COMMON W/ (6) 3/16"" x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR OF FLOOR TRUSS, TYPICALLY10'-0"BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING SCALE: 3/4"=I'-0" SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING =Z/-EA.TRUSS SIMPSON SPH4/SPH6 BTM. FLOOR PLATE STRAPS W/ IOd x 1 GIRDER TRUS OR 1/2"HDG NAILS GIRDER TRUSS WALL / FLOOR FRAMING, %TRUSS PARALLEL TO WALL SCALE: 3/4"=V-0" DTRUSSES W/ 10d 3" O.CEEST PLY INTO LEDGER AND I Od @ 3" O.C. STAGGERED UPPER PLY INTO 2x8 BELOW 6" CMU WALL REINF PER PLAN PER VATIO 0 PER VATI N m iX2 FIRE -STOP Ni #S WOOD SCREWS x 2" LONG @ 3' O.C.; STAGGERED OFF CENTERLINE OFF 2x6; 3/4" AS SHOWN AI SIMPSON A23 /q" NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) BL 2X_ LEDGER SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING ON EXTERIOR WALL SCALE: ?l4"=1'-0" #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED M) ASSHOWN ij'111IM1I1 DBL 2X8 LEDGER TO CMU WI 1/2"EXP. BOLT 8" CMU WALL AT 16" O.C. AND 8"FROM MT REINF PER PLAN END W/ MIN 5-1/2" EMBED. FLOOR DECK PER ELEVATION 4" HALING PATTERN P RELEVATION 04f2l PRE-ENGINEERED WOOD 2x4 P.T. CEILINGFLOOR TRUSSES (SEE NAILER W/FRAMING PLAN) MASONRY NAILSBOTTOM @ IT O.C. 1X2 FIRESTOPCTION DETAIL AT TRUSSES PARALLEL 4 TO EXTERIOR WALL SCALE: 314"=l'-0" 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN 2x4 BLOCKING BETWEEN TRUSSES TRUSSES W/ 10d @ 3" O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (4) 1Sd NAILS (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT INTO LEDGER AND 10d @ 3" O.C. #8 WOOD SCREWS 2z4 BLOCKING EA. BRACE. NOTE: @ TOP OF FLR TRUSS BRACE WI (3)12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) STAGGERED UPPER PLY INTO 2x8 x 2" LONG @ 3" O.C.; MI TOENAIL INTO TRUSS W/ 4 i6d STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS BT. TRUSS (DIAG. BRACE TO BELOW STAGGERED OFF NAILS @ EA, END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) COVER 5 TRUSSES) CENTERLINE OFF 2x6; 3/4" AS SHOWN 2z4 BRACE @ 48" O.C. w/ (5)12d 1'd" MIN. FROM 2ND. FLR. FLOOR DECK 0'-0" TO 30'-0" (i) "X"BRACE DBL 2X8 LEDGER NAILS @ EA. END LINE 2x6 CONT. W/ (8)16d NAILS (� BT. OF FLOOR TRUSS 30'-1"TO 6U-0 (3) "X" BRACE PRE-ENG GABLE TRUSS "X" TO CMU WI 1/2" EXP. BOLT NI Sd RING SHANK NAILS @ 4" O.C. MAX (BT. 2X61S FOR WALL (1) BRACE CENTER "X" 8"CMU WALL REINF PER AT 16" O.C. AND 8" FROM INTO BLOCKING SHEATHING NAILER) (2) BRACE DIVIDED EQUALLY 2x SUS -BAND STIFFBACK AT ALL 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 1y14^ PER ELEVATION PER ELEVATION PLYWOOD SHEATHING, SEE NAILING PATTERN 7, "ROOFMALL/FLOOR 3x 00 Q}r�aw SHEATHING FASTENER SCHEDULE" PER ELEVATION EX PER ELEVATION PER ELEVATION SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 2x4 P.T. CEILING 24" M PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE PRE-ENGINEERED WOOD 1x2, 2x WOOD FASCIA CONNECTION PER NAILER WI FRAMING PLAN) PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) SEE ARCHITECTURAL TRUSS MFG. MASONRY NAILS @ 12 D.C. FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-18 @ 2x SECURED W/ (3)1Ed ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" OlC, REPAIR DETAIL I F FRAMING PLAN) BOND BEAM RED. BOND BEAM RED. EVERY TRUSS (VERIFY 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-16 @ W/ TRUSS PLAN) GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN AT TRUSSES PARALLEL 32"D.C. MAX. (VERIFY W/TRUSS SECTION DETAIL 12"O/C AND APPROVAL SECURED W/(2)12d's@ MASONRY BOND BEAM EACH TRUSS %�O EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR SEE SCHEDULE � %GABLE END PRE-ENG'D TRUSS 3CALE:34°=+'d PRE-ENG FLOOR TRUSSES scALE:3a"=1'-0" 6 W/HIP RETURN SCALE: 3/4"=1'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES SCRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 PERELE TION FOR STRAPPING VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 2" A-SIMPSON MTS12 STRENGTH CLG. BOARD 44/44 SYP NO.2 WASHER SET IN HIGH U <990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE W/ (2) WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS. i6d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d's T O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE • PROVIDE BLOCKING O• • SIMPSON SPH4 OR SPH6 BTM 1/2" GYP. WL. BO. O AND TOP PLATE ANCHORS W/ 10d x i 1/2" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2)10d's @ EACH FILL ALL HOLES, DO NOT USE 10dx3' 1l2"x9" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED@ 1V-0"O.C. MAX. EPDXY 5-1/2" EMBED. MIN. @ 16" 10a 10b 1 Ori OC MAX. SCALE: 3/4" GABLE END BRACING W/PRE-ENG GABLE TRUSS @ CMU WALL TRUSS TOPOST CON,,ECTIO,, e c A - SIMPSON MTS-12 U < 990 LBS W/ (14) 1 Od GALV. NAILS. • 9 B - SIMPSON HTS-20 U < 1310 LBS W! (20) 10d GALV. NAILS. C - 2-PLYSIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS WI (16) 1/4'Sd-SDS, (1) 5/8^ A.T.R. TO HDU4 AND (10) 1/4" X 21/2" SOS TO POST CONNECTION @ L.B.W. S(:'-�yRUSS POST TO SLABCONNECTTON �LJ SCALE: 3/4"=l'-0" A&B - SIMPSON ABU44Z POST BASE <U:1,900 G5,660 W/ 518 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 GA 0,335 W/ 5/8 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8"". WITH MIN. 7" EMBEDMENT TO SLAB & (26) 16d x 2-1/2" NAILS TO POST. FA R C N I T R C T R 6 Grous� 1441 N. RONALD REAGAN BLVD. LONOWOOD, FL 32750 PH: 407-774.8078 FAX: 407-7744078 www.abdosigngroup.eom L AA#: 0003325 DRAFTING BY: A.B. DESIGN GRO]BLVID. DRAFTING INC. 5439 BEAUMONT CENTERSUITE 1004TAMPA. FLORIDA 336 PH: 8134388.2828 FAX: 8194388.2802 sUBDM a# LOT SILVERADO LOT #6 BLK #14 PROJZCT# 03719.000-06141 HODZT " 2795—B GAPAas 8WING: RIGHT PAOM: DETAILS 150 MPH EXP. B LPL GABLE -ENO HIP ROOF ROOF WIND DESIGN PRESSURES NET(GRU55) ASCE 7-10 ZONE 1 = 8.97 PSF (19.97) ZONE 2 =17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT, 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 CDX EXT, PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd GUN NAILS 0 4" O.C. EDGEWISE 20 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 2 1/2" 0.120" 170,OD0 ING 6-20 RINGS SCREW SHANK MI Sd SCREW SHANK 2 VT 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1864 TOP CORD BLOCKING AT 4' 2. INTERNATIONAL STAPE, NAIL & TOOL O.C. MAX. IN FIRST 2 FRAMING ASSOCIATION (ISANTA) ESR-1539 SPACES AT EACH END. RAFTER OR TRUSS RZY(YF CHFATHIN(.`. EXTERIOR SHEATHING USE 1/2" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. M t Z W ZO W Y Q CJ 20 z K 8d RING SHANK GUN NAILS @ 4" O.C. TOP 81 BOTTOM EDGES J J ZS � w , SSQ U V 0 2(0 Za _J , ® $ . y a GO O . W. Z t2 co W aY (d S U y0 J Of W U w of 2 1n m O �LU O (L I,11.1111'lll,l Ni ,14 mm��a1 11 Emm�� 11 =MOMEmm 11 " ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE ETD FRAMING CSd RING SHANK GUN NAILS 0 6" O.C. IN FIELD . TO BE STRUCTURAL GRADE Bd RING SHANK GUN NAILS ® 12" O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS 0 12" 0.6.jN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33 MAXIMUM AGGREGATE SIZE SHALL BE 314'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDES%AR ENTRAINED CONCRETE E%POSEDTO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FSC-R 2017, Sth EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERE03/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, AC131S-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb - 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF POIDEDRAWINGS.SEAMS CONTINUOUS PROVIDE 5-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE IRAER ALL SLABBONGROIAND WHERE INDICATED ON NE VAPORLED BRRIADHESIVEME ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 740 AND AISC SPECIFICATIONSPRESSURE LAPPED S INCHESTHYL AND TAPE. 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, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017. Blh EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP M2. 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 A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T' D' OC, EACH WAY. DESIGN SPECIFICATIONS FOR TOE DESIGNED AND FABRICATED IN ACCORDANCE WITH A. TRUSS THE NFPA. TRUSS DESIGNS SHALL SIGNED AND STRESS -GRADE LUMBER AND ITS FASTENINGS' DESINALGNS REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. E 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 A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446, 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 "TPVWTCA BCSI I - ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pelf 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 pelf TOP CHORD -tprvmnp d REVIEW. TVP. MIN LAPS SHALL BE A3 FOLLOWS: #9 BAR - 25' il6 BAR - 36' WOOD TRUSSES. 10 psi BTM CHORD -(IOnCO went P5 BAR - 30' 97 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36' CORNER BARS. BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 15 Psi TOPA CHORD psi TOP CHORD (7 Psf w/ A ASPHALT SHINGLES) psf W/ No GYPCRETE) (1 ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 ptl 5 p BTM CHORD ffi BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10P8f MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSE&GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =150 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 (ASCE 7-10 (FBC R2017) EXPOSURE 8, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE, TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10Psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20ps1, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IWFILL COMPONENTS: 50pst, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50pst, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 4OPsf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fIn = 2000 PSI. BLOCK SHALL BE PLACED USING AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CONTRACT DOCUMENTS)ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MD(SHALL HAVE A MAXIMUM 3/8" 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: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 Psi, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION, THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 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. CONTRACTORSHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PPoORTO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" d-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44 OR MEASURING, MXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS) B. FOR CONCRETE D(POSED TO EARTH AND/OR WEATHER 1-17 FOR RS AND SMALLER 2' FOR 48 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS. WALLS AND JOISTS 1-1/2'FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS TYPE'M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C470. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURALSTEEL: 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, Fy = 36 kN FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM ASDO, GRADE B, Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy = 35 kM. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS. SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURNOFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICAT SIZE TYPE SPACING REIMRI(9 APPLICATION E. TYPE SPACING REMARKS t PTFDRRWGTO MASONRYIOOHO C 1E NAPOENEUCOL NAx 11TLONG. a OIC OMAGEDOOR.- TO MASIXMYAXwC. ­ W-ER TAP-MA901AY FABTEIER 11?EARED., A'EIOD , I1 EDGEDRT. BOP, AL. EXT. pOORS CABS HARDENED COIL B'OIC WINDOWIOOOW FASTENED OAMGE DOIXABIICI( 12"DIA. WI 111"END <"ENT-..EOET, 1x PT BEE WTEB NAKI1 LON0. 9TA..E- I141.1-0-1GONC, TO MASONRY-C. WASHER EXPANSION BOLT 2A"OTC wlNDow Rua CARE HAROENEO cox o-ac wlNDrnrmwwFASTENED MEru sTRAPro CONTACT THIS ENGINEER FOR SPACING 1FPT.SEENOTEB real I—. suoGERED INTO MASONRYfOOtIC. MSRamrl coNc. REQUIREMENTS EXT­- 21­. 'TAPCCN' 18" 11(CEMBED,YEID. WN BEIIWWWOW I FXPANBgN IIMBED. PEW EP bC WCK ZA PT, BEE WTE B ­ERFA ER -T.. 1 I2' EDGE DIET, WALL TO CONC. SLAB WIWABHER BOLT DIET., T EDGE GMT. 2, PT WINDOY/M ..18-_.21 P'O'C PEN..GIST.,I- PT TO STEEL COL., SEE W/WASHER STAGGERED EOOE GIST. NOTES NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / 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 DR WINDOW FRAME EXPECT 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. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdealgngroup.eom L AA 8: 0003325 J DDGROUP Y: A.B. DROUPDRINC.5439 BEANTER BLVD.4TAMPA 33634PH:628FAX:.2802 IIIIINI�I, BVHDm Ae LOT SILVERADO LOT #6 BLK #14 PROJECT/ 03719.000-06141 MODEL: 2795-B GARAGE DWIIJG: RIGHT PAGE: DETAILS 150 MPH EXP B DATE, 10/30/20 SCALE: 1/4"=1'-0" OPMUT N1 �� � � �,1�3� � r �� � �Q s �,� s �� � ° `bra s�