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HomeMy WebLinkAbout7076 Steer Blade DrIr-! s./ A -. 99 2795-CAMDEN 99 ■ .IHK _ _.. ._ ... ..... ..... _. Z���':{. 1"� i,�9'lt�.tt� �3..; n,,. S»➢Et6� j 4Y. ti.l�.. ATiONA' FC74M, CODE, EL AND THE C1T / )r' ZEPHYRH ILLS # 11 R, HORMN ORDINANCES BAN ' _' 2021 REViEVV DAi c CITY OF ZEPHYPH _L PLAN EXAMINER 12602 TELECOM DRIVE, TAMPA, FL 33637 Tal= (813) 740-9720 Fax: (813) 740-9715 • 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 . �� B�uyffam COD& R&4 gmlAL, UN aW CH (m) -ALL LOCAL AND SZA78 COD83 -OCCUPANCY - RESIDENTIAL GROUP R3 -CONSTRUCTION TYPE - VB :MIN.INTERIOR FINISH - CLASS B HIND SPEED - Vult=150 MPH Vasd=116 MPH •�� _ B -I-STORY RESIDENCE •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND SPATE CODES ABV. NC AEI. AMP. BD. CL CAB. CLG. CLR CONC. CPT. C.T. D. DEL. D.G. DA DIM. DISP. DP. DR. D.S. DTL. D.W. ABOVE AIRCONDITIONING ADJUSTABLE AMPERAGE BOARD CENTERLINE CABINET CEB.ING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER LAV. LUM. M.C.. MIN. M.T. MID, MTL. N.T.S. O.C. PL P.B. PH. PLT. PLYWD. PR P.T. R.RISER RAD. RAG. REF. RM. R.O. S.C. S.D. LAVATORY LUMOUS MEDICINE CA NET MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID COREEXTDR SMOKE DETECTOR DATE DESCRIPTION M&&/* CONTROL DATE ARCHITECTURAL SHEET DESCRIPTION ObR5/9 ADDED ISm-G ENGINEERMG PG Cl—COVER SHEET PG GN—GENERAL NOTES PG Al —FLOOR PLAN PG A2D—FRONT AND REAR ELEVATION D PG A3D—LEFT AND RIGHT ELEVATION "D" PG El —ELECTRICAL PLAN PG Pi —PLUMBING PLAN PG Ml—MECHANICAL PLAN PG Dl—DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL LISTING PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS FIG WA4—WALL ASSEMBLY DETAILS 01/a5/19 ADDED OPTIONAL PENDENT LIGHTING AT KITCHEN 01/25/19 FINED DIMENSIONS FOR STUDY AND ONING ROOM ma/19 REVISE SaFT CALCS I®nan9 UPDATED LED LIGHTS PER DJ2 HORTON Im/30AS UPDATED LED DETAIL SMOLEB PER DJt HORTON 11/~% ADDED FOUNDATION ON C"RAGE CEARIN63 WALL 9210O✓I0 UPDATED 6IMPC SON ONNECTORS ILA. USP 0A95W ADDED IS®-D ENGINEERNG • STATE OF FLORIDA PROFESSIONAL ARCHITECT: REMOVED STONE CAP NOTE ADDED FOAM CAP ON ELEVATIONS SQ.FT. CALC.'S 3/9R® ADDED FRONT ELEVATION F' PER DRHORTON �/14/20 CHANGED ROOM NAMES PER DA HORTON IST FLOOR LIVMO 2036 6a FT. GARAM 6P3 6a FT. ENTRi GS sa FT. COVERED LANAI IBj 6a FT. ROLAND A. ABOUCHACRA AR No. 93723 EA. EACH ELEV. ELEVATION S.H. SINGLE HUNG FQ. EQUAL SHT. SHEET EXH. EXHAUST SHHHG. SHEATHING EXT. EXTERIOR SHSHOWER F.GJFX. FIXED GLASS SIM. SIMILAR F.G. FUEL GAS SL. SLIDING PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. TOTAL 3,113 60. FT. FIN. FL. FLUOR F FLLOOROOR FLUORESCENT S STTD.D. SWS SLIDING GLASS STANDARD SHEAR WALL FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 FR. FTG. R GA. GAR. DISP. G.P.I. GL. FRENCHLONGWOOD, FOOTING�R GAUGE GARBAGE DISPOSAL ClliCU1T GROINTERRUPTER GLASS TEMP. THK. T.O.C. TO. TYP. SECTION TRICK T POFCURB TOP 0 PLAT.O.S. TOP OF SLAB TYPICAL STRUCTURAL SHEET # DESCRIPTION PG Sl—FOUNDATION PLAN GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED IT . HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPORPROOF DRAWING / CONTRACT DOCUMENT HDR HEADER W. WASHER PG S1.IA—DETAILS REVIEW BY BUILDER THE BUILDER ASSUMES ALL LUU3RJTY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. INS OR ITT INH. HEIGHT INSULATION INTERIOR wu. wDw. W.I. WITH WINATER DOW WROUGHT IRON PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.lA—DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN PG S3—FRAMING PLAN PG S3.lA—DETAILS PG S3.1B—DETAILS ORDER TO BUILD THIS PROJECT BASED ON THIS PG SN1—DETAILS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSfRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoslgngroup.com L AA#: 0003325 - DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888-2828 FAX: 81388&2802 avna:v rrc 'I' SILVERADO LOT #15 BLK #13 PROJECT# 03719,000-15131 zc Ih5-D GARAGE IIMMG: LEFT PAGE: COVER SHEET 150 MPH EXP. B GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 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. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF 3'- D" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9, THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN % INCH GYPSUM BOARD OR EQUIVALENT. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDINGAND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIA11ON: 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 ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. 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 COVERINN 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 EXTERIOR FRASM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/7 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-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063.11A & 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-CID63 -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 112" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 61h EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngrouP.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.886-2628 FAX: 819�886.2802 'I BII1111111r �000©ODODY� BL7EIDIV. Ae L/0T SILVERADO LOT #15 BLK #13 PROJECT# 03719,000-15 "Ih5-D GARAGE BVFMC;: LEFT PAGE: GENERAL NOTES %150 MPH EXP. B v If DwRTE 10/30/20 BCAL,E: 1/4"=1'-O" S*MET GN ►- w- wi 1W—WA1 o'Itt■■■t■'n o�o��oi1■■■■■lol■I■■■■■!o io■■■■■■'o o'o i '* o - EGIRIESS i . o i BEDROOM o TO '' o . �-` 1— ItW',gtllollo i!Ell �+�++r "'`� ofalltttttutllo m o • IR IN R �� O � p . a-. M h' G, 11 ro IE IN �I IN IN - IN IN . I� Mill I� . - 13IN - - o I —* - 0 r ►' L� o IN �IE� IN IN rm �I� o %t■t■t1 IN IN IN .--► . mill mill IN IN IN IN C o'Iilo—otlio m . IN IN 1110 IN 0 BDRK 2IN 0 ` : -- IN o _ IN IS IN 814 - IN E EGRESS IN o't�tnttio 0 o,t■ttlo o�lll_���.�.lo i�� I�— oiloilo oliol!o ------------ t�7Qs+• it FLOOR PLAN NOTES it - ALL DWNEN6ICNS ARE FROM PACE OF T V BLOCK WALL (OR EDGE OF FLOOR SLAB) TO FACE OF WALL STUD UNO. - ALL DI MW R WALLS Alm 311' li - OWEN VENTED THROUGH ROOF (VIM. NOT SCMD400. - AIR COF"W"OR SET ON 44'x44' MIRED CONC. PAD. PAD BEG" 6' FROM EDGE OF STRUCTURE - SEE SHEET ON FOR GENERAL AND STANDARD BUILDING NOTES. - ALHMPHABITABLE MOOM6 TO HAVE Ai FAULT CIRONT - ALL FILL WEIGHT BLOCK WA" 6 BETWEEN FILLED CE1.1.6 WITHOUT OPMOOS Alm SHEAR WL4LLU1. FLOOR PLAN SCALE. 1/4' • P-m' Sq.F r. cai.c. S IST FLOOR LIVING 2.836 Sa FT. GARAGE li Sa FT. ENTRr 65 60. FT. COVERED LANAI IW Sa FT. TOTAL 3,113 Sa FT. OOM'gBif AID CLAo01gIM0 LQADB a�elc aao oraaa■ FOR a ®polo aMRe OrB■1o9 BOINYE sole tlDllHIIIII O RB/Maol NJ)TR'E P00RA01111 MIN. WINDOW 10 5 243/-32B CRITERIA EXTERIOR SLUM IB 5 23.4/-30.1 DR MIN CRITERIA Sao. MR4. 41 5 22.1/-410 CRITERIA 16010 O.HD. 112 1 5 201 BASIC WIND SPEED MPH - 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=D, 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. RADIUS CORNERS, SEE PLAN BRACKET 4 BLOCKMG ELECTRICAL BOX AT ENDS OF PARTITION WALL 2'X6'X35-I/4' LOW WALL 2'X6' STUDS • 16. O.G. W/ 1/2' DRYWALL SHIM AND SECURE COUNTER TOP =8 MATERIAL TO CABINETS. INSTALLER SHALL INSTALL FLAT KITCHEN -I BAR REINFORCING SAGE Q 4 BRACKETS AS CABINET ,p =NECESSARY. m� I �TYP. CABINET SECTION OPENING Dii B SCALE: 1/2 • P-0' 1A41 N. RONALD REAGAN BLVD. ORLANDO, FL32750 PH: 407-774-6078 FAX 407-774-4078 www.a bdosigngroup.00m AA M: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888.2628 FAX: 813486.2802 Bub iv ac t,.o'r: SILVERADO LOT #15 BLK #13 PROJiMCT# 03719,000-15131 xo"Ih5—D GARAGE asi LEFT PAGE: FLOOR PLAN 150 MPH EXP. B DAZE 10/30/20 SCA X: 1/4"=1'-0" Egk=T Al r 0' LAP SIDING TYR 10'-8',, HEEL— V-4' BRG. HGT.A 5' STUCCO BANDING TYP. FOAM CAP STONE - VENEER 0'.0' FIN. FLR FRONT ELEVATION TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 10,-8' -- N—EEL NGT. 9'-4' BRG. HGT. 5' STUCCO BANDING TYP. VENEER FLR. '-8 GRADE MIN.) %OF ATTIC FREE VENTILATION AREA REQUIRED ABED VENTILATION AREA VENTILATION AREA X SQ. INCHES PER FT. (144) MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC RIDGE VENTILATION AREA 3972 SQ. FT. 1/ 300 3972 /300 13.24 1906.56 SQ. IN. 5 X 1906.56 - 953.28 SQ. IN. 115 SQ. IN. PER VENT 953.28 /115 TOTAL# OF VENTS REQUIRED = 8.28939 TOTAL# OF VENTS PROVIDED - 9 "AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED I � � �., 18'X30' LOUVER \\ I-6 DTL. (-A-),LOUVER SCALE: I/2 • I' I --RAISED 1 KEYSTONE DTL. B SCALE: 1/2 " P-0' - --------------- OFF RIDGE VENT � 12 / \ —r5 I I I I I � BRG. I-GT.10 I � 9'-4' BRG. HGT.s 9'-4' BRG. HGT, I STUCCO BAND I - - I RAISED I STUCCO ?' 9 ® I FINISH I FOAM CAP 9 I I I I I 0'0' FIN. FLR 0'-0' FIN, FLR I I 0'-8' -D IN.) _ - - - --_--_--------------------- -- 0'-8' D MIN.) REAR ELEVATION 0 STONE TEXTURED FINISH I I I I 0'-0' FIN. FLR — I--------------------- DTL. (',-)�COLUMN CALE. 1/2 • P-0' 1441 N. RONALD REAGAN BLVD. ORLANDO, FL32750 PH: 407-774�6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.88E-2S28 FAX: 8134W21802 quaDiv. a LOT: SILVERADO LOT #15 BLK #13 PROJECT/1 03719,000-15131 >tc lh5—D GARAGE SWING: LEFT PAGE: FRONT & REAR ELEVATION "D" 150 MPH EXP. B 4 , Div n'E 10/30/20 SCALE: 1/4"=1'-0" D MT A2D s- 9'-4' BRG. HOT. _ 9'-4' BRG. HGT. 0' 12 OFF RIT OFF RIDGE T OFF RIDGE T 9 OFF RIDGE VENT IF]----------------------- ---------------------------------------- ❑a LEFT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS i 0'-4' ERG. HGT. Eo'3'-4' BRG. NGT. 0'-0' FIN. FLR. MIN.) 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdeslgngrouP.00m AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CEN4NTER BLVD. SUITE 10 TAMPA, FLORIDA 33634 PH: 8134MG-2628 FAX: SIMBS-2802 SZMDM & LOT S ILVERADO LOT #15 BLK #13 PROJECT* 03719,000-15 "II h5-D GARAGE 8MMI.: LEFT PAGE: LEFT & RIGHT ELEVATION "D" 150 MPH EXP. B DW 10/30/20 DCA.LX: 1/4"=1'—O" aim= A3 D 0- ELECTRICAL LEGEND SYM. DESCRIPTION dT DARD SWITCH-4 Y SWITCH Y SWITCH 1160ONNECT ER SWITCHHBBUTTON TTHERMOSTAT SINGLE RECEPTACLE (125v/20-AMP SINGLEPOLE) 10V DUPLEX RECEPTACLE IOV DUPLEX RECEPTACLE (EQUIPPED ITH GROUND FAULT ERUPTER/TAMPER RESISTANT TYPE) I0V DUPLEX OUTLET (HALF OF OUTLET IRED TO SWITCH) XTERIOR WATERPROOF/GFI CEPTACLE (GROUND FAULT TERUPTER) IOV QUADPLEX RECEPTACLE ® DUPLEX RECEPTACLE (FLOOR 20Y RECEPTACLE (4 WIRE ECTOR) 1-0 L MOUNTED LIGHT (LING MOUNTED LIGHT L ED CLG. LIGHT ENT LIGHT 000 LIGHT L SCONCE PRE -WIRE VENT FAN WITH LIGHT (I CPI PER SQ. FT.) am BULB LIGHT PIXTURE a gm BULB LIGHT FIXTURE 243° 49 BULB LIGHT FIXTURE ' TRACK LIGHTING ttIC LIGHT WITH PULL CHAIN R CABINET LIGHT ® x4' FLUORESCENT LIGHT (RECESSED) FLUORESCENT LIGHT (SURFACE OUNT) 'x4' FLUORESCENT LIGHT (RECESSED) x O CESS LIGHT GEES LIGHT (VAPOR PROOF) EILBJG MOUNTED LIGHT WITH J-BOX R OPT. FAN LECTRIGAL PANEL (FIELD VERIFY OCATION) TRfCAL METER -BOX (WALL MOUNTED) m -BOX (CEILING MOUNTED) EILBJG MOUNTED FAN B T FAN (I CFM PER SR FT/ E JACK Oa OKE DETECTOR (CEILING MOUNTED) ® ONOXIDE DETUMM- IMES TV TV JACK '-E PORT NOTES - LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TOBE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER NEC 210J2(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CPM INTERMITTENT PER TABLE MI50 A OF F6CR 6TH EDITION (201T). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERUPPI R PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 30CA(6X2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • ALL LAMPS SHALL BE SELECTED BY BUILDER AND l5% OF LIGHTNG MUST BE ENERGY EFFICIENT TYPY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011, 6th EDITION R404.1 UP j ---- BEDROOM 1 ----- j COVERED LANAI PRE -MIRED CAFE CLG FAN I I OPT FIXTURE v Q I \ I UIP GFI � PRE -WIRED \ 1 I - - - - - - CLG FAN----- \ \�'�� - - - - - - - - -- - - - - - - SO/CO \\ ---------------- SD • QI 4'-4' I 4'-0' f`�--� ���T7 t GREAT ROOM VP \ \ \ I} BATH 1 20 A I L 1 WEL'EiED I ' /._-__ �` A i _ —�- I - i • PCLG PAND GFI �/ I I WCHEN I r ---------- MULTI—GEN 1 1 ' L �i — — — — — — — — — — — — — — — — J - I BEDROOM I /I GFI \ -- \\�----------, °`' \ \. I -PLUMB r 1\\ R I M I \ I PRE -WIRED \ •• �4 CLG FAN I LAUNDRY I—---------1 �-( `---- CLG PAN _ J L------ r- - - - - - - - - - - - - - - - - - I MULTI—GEN ----- — L / / SD ROOM BEDROOM laD/CO - 1 PRE -WIRED ( \ I CLG PAN I -----------------J \ I PRE-WIRED CLG FAN I } GFI • 44' wa - - - - AFP. BOLLARD 1 L ----� REQ I \ ASPER WALL MOUNTED I \\ CODE LIGHT W/SWITC4 IN ATTIC \\ I \\ ® I 3-CAR GARAGE \ !` — ----------\ I J-- � \ \ PRE -WIRED } 1 • \\ CLG FAN CLG. GPI OUTLET ICLG. GFI OUTLET /� D• FOR OPT'. METER GARAGE DOOR I FOR OPT. / GA I I \\ \� v FIELD OPENER �LOC.R OPENER/I a IRRIGATION 1 CHHIIMEESS I I BEDROOM OUTLET /// 1 / --------------- ELECTRICAL PLAN COACJ4 COACH LIGHT LIGHT SCALE, 1/4' a P-0' WP Panel WAIN -A PANEL: SA6ap at. breaker VOLTAGE: 120/240V-1ph MAIN: 150 Nrp M.C.B FEEDER:3-A1 Cu THNN 81- 06 Cu (M In 1 112'C. OR 3.#M AL TKWN 81-i16 Cu (Min 1 12" C. w1w roN a» paw Wam eauat Ckutlt Wam Dar b rob ww ns m eaw »aFim TUD 12W + 2 s n2 2 m rdel P»np 1000 . e 4 8 p 4ew M C.U.-1 30 1 2 a,e 2 B PANEL -A PANEL: 42G beaker VOLTAGE: 120/240VAPh MAIN: 150 Arty M.L.O. FEEDER: e-Ni Cu TIAVN 61- •6 Cu (G)In 1 12' C. OR 3. #M AL TMVN A 1-•6 Cu (G) In 1 1/r C. win ro» •» mM w4m pm,w ekarl vlMb baaaraaan we ro» wba e12 1 ar B»rA fwp 1 2 See mnp• w 2 w •12 1 m M•wwalNer eFl 1pw 3 4 012 1 m a•r APptl•»• 1em 3 a Haw xrwtiv m 2 alp •12 •1a i m me ••r APa 16w 9 14 12w oFl m 1 T2 M , m atln •Ft Rrapr»• 12. 11 12 1— —her- m , w2 w2 , m IIYI NG m ,3 14 — _ m 2 Ne all pw 16 1B 11 1e taw rn•DFl m 1 N2 ax 1 1e 8D6a0AF0 pw 18 m taw Door 0FI m 1 a12 .1 1 m ewwiwleMRAPa tsw N m 12w Iml•brW aloe r m , •I1 23 m 24 m m wP or»r•aWAFa •tlM••m AFa to ,P 1 , w4 eN 9paro' 2T m twe r 1 .2 w >z 1w 20 1 .2 a : az az x az a w 2 m AW1 aM5. A... elm U 40 5 N 42 r• Lrda koea ar4xo;Mbm/rw fa4w 3Tm0 Latl »am.tl»alw ul[WxW»/IM ma a f D n4: ABOREVLAMNe: APa: ARC FALLTL1C21T•J1EwaA1ER MD: NdFCOapmENTLOAO OF.; ORaam FALLTM1ERw1P Txtlbaa-wto rad•mar 43tw ' iNtl tepwwr• tl tee% 1ww Pee wtl»tl40e 1i240 TxNAM btl I.11 1pxuuu• LOAD CALCULATION IS WED ON AC NONCOINCIDENT LOAD Tgtl c•»,ctr LrOwel» memo TeYI •1244w 1ma O•wnI L!gntg S Raca !!cla Load Tatl uca •n F•x 2195 Oan•x us a Rr 3w I . Fl. 8765 • i at eSwA.i Met 100% 65 ThM Wral L a L ma ra 1 e450 ( I I LED LIGHTING LED LIGHTING ---- @ SINGLE LAV. @ SINGLE LAV. .Nr�l MULTI-GEN BEDROOM BATH LAUNDRY ROOM BATH I I LED LIGHTING C DOUBLE LAV. BEDROOM 2 AND 3 BATH 150 AMP ELECTRICAL RISER NOT TO SCALE. CeAffAA E ECTRICAL MATER IAL$ AND INSTALLATIONS SMALL COI'IPLY UTH ELECTRICAL FROVIM" OF THE Pam &U4 GQ1776i(2 in), LOCAL CODES. AND ALL LOCAL POUR COMPANY REGUIIWARIV B. S. ALL CONDUCTORS SMALL BE TYPE TNHPLTk41N UNLESS NOW OTHERUSE. POSER OOMPA TRAMSPO"Pt PROVIDE ISO APIP. W440 VOLT, I PHASE SECONDAPM ELECTRICAL SERVICE. PROVIDE 3 -1 COPPER (CU) N 1-141" DIA OC44SP S SO PVC COFDUIT OR PROVIDE 3 2/0 ALL49SU1 (AL) N 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 16 PROVIDED BY THE ELECTRIC CO'IPANY. C0OM04ATM WITH THE ELECTRIC COMPANY PISOR TO BID. LED LIGHTING @ DOUBLE LAV. BATH I 39ro CU, THMN . P16 CU IN 2' CONDUIT OR 3 WN . 1% OI IN 2. CONDUIT OR 2/0 AL SEX COMDMATION SERVICE n:7: N'RDISOO NOCT SUTCN MIDELECTRIC METER INMIKA 3R ENCLOSURE EP OAR Ron INTERSYSTEM DONDNG TER'INAL AT LOW VOLTAGE CONNECTIONS 1 a4 OJ SERVICE GROUND CONVECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTIRICAL PROVISIONS OF THE P9Qq &U4 EDITION (20n), ero" DIA X S PT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA 8: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888-2628 64 IF FAX: 813.886.2802 rZMDIV. 4te I.OT S ILVERADO LOT #15 BILK #13 PROJECT* 03719,000-15131 acO 'N5—D GARAGE 8WWG: LEFT PAGE: ELECTRICAL PLAN 150 MPH EXP. B DW 10/30/20 acALE: 1/4"=1'-0" aim= E1 I NB ----------------------------- 1 I r I I I 2 I I I i I I I 1 -- ------- — I I `— --------- I -----J I I 22'_2' ' m • �j --� I I I I I 42'X III 60• TUB II � j O YY b• II I I r O df • I I S r I LAYLAY. — r-- O 4'-9' 5'-8' 2'-5' I 31'-1' OPT m — PRE-PLU"IB — ---- —— — — — — ------ II 9 r--- I -------i I KITCHEN P I I 1p SINK W/ l� v J an a AUTO VENT 1 2' VTR 2. I OPT 2' VTR 1/2' -------� i 1 1 3. L--- — — — — — — IIR' 2 1n' LAY 29'-9' 20'•3' 2' Ur- 1/2, 11/2'—,,11/2 r vTR 2' VTR LAV LAV 3 3' L.T. TUB m LAY ROUCsH 11/2' Ur_ — TUB 11/2' 3 LAYIN 2' 3' 2' 3 21�_9. SI-m SFN1R UlO 2 11/2' 3. 3' LAY _ I I AV. I CO t_---_------ 2. TO — —O MAN ----- I PLUMBING RISER — r I n I f - 35,-9• 6'-10' 2'-6' 1'-11, I � — m I I I PLUMBING PLAN SCALE: 1/4 • I'-0' 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407.774.8078 FAX: 407-7744078 www.abdosigngroup.com AA S: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 8134MS-2628 FAX:813S862802 SUBDIV. 8c LOT: S ILVERADO LOT #15 BLK #13 [PROJECT# 03719.000-15131 MODEL: 2795-D GARAGE SWING: LEFT PAGE: PLUMBING PLAN IL.150 MPH EXP. B PRINT 10/30/20 DATE: SCALE: 1/4"=l'—O" SHEET P1 HVAC NOTES ■ L ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG,. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED ALAS 614ALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAB 4 MASTIC. AND INSTALLED AS PER PBC 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 15E LOCATED CLOSER THAN 10 FT. FROM ANY C 4IFMEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET B. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6T4 EDITION (2011) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOUTERS, SPAS AND SIMILAR MAT14MG FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH PBC 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. 1L ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601, 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A PANTEC44 DBF BOOSTER FAN OR EQUAL. PANTECH POP 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O _ EXTERIOR WALL PLENUM y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAM LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATE RETURN CONDENSING UNIT TRAP DRAIN LINE AND TER IINATE IN AN APROVED DRAIN, AS PER POOR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG -� PITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE SWERIES NICKEL BRASS TOP CAULK P.V.0 OPTIAWEC LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE • RETURN TRUNK l BALANCING DAMPER OR ODD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT CIA OUTSIDE AIR ® THERMOSTAT m PASS-THRJ AIR GRILL SECURE STRAP TO CONC. CONP TENSER 81MPSCN WB ROLL STRAP UT/ (2)-3A6'X2' TAPCONB OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) bXI 1/4' $WT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAM 3/4' DIA. OVER HEAD 0 12' FROM STRUCTURE COUNTERSUNK CA. PLUG FIN. GRADE OR PAVING BEE SPEC. 1'-8'XB' CONIC. FITTING OR EXTENSION TO BOIL OR WASTE AS REQUIRED nFLOOR SLAB CLEAN -OUT (TYPN nEXT. GROUND CLEAN -OUT �TYPNT5 MECHANICAL PLAN SCALE: 1/4 • I'-®' 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774E078 FAX: 407-7144078 www.andeWpgroup.oDm AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813NSB62628 164 F.- 813,688.2802 ausmv. rk L.oT SILVERADO LOT #15 BLK #13 PROJECT# 03719,000-15 aio 'N5—D GARAGE EIYING: LEFT PAGE: MECHANICAL PLAN 1. 150 MPH EXP. B m .AT.. 10/30/10 BCAL.E: 1/4"=1'-O" 8*=ET M1 Ilk 2X4 TOP PLATE PRE -FAR TRUSS U2' CLQr. BOARD 1/7' DRYWALL SECURE ST. — PLATE TO SLAG W/ Mal MASONRY NAIL a 32. Or — MAX FIN. FLR 2X4 WOOD STUDS 024. oJC. NOTE; STUDS IN 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.G. (2)TYP. INT. WALL (NON —BRIG.) D 1 SCALE. 3/4'-1'-0' FIBERGLASS 614IN6LES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R908.1.1 ON J' OZZ. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID C%ROUT W/ (1)- "5 (2) COURSE DO NOT CUT THE BOND SEAM REBARS m PIPE THROUGH BOND BEAM D1 SCALE: 3/4'.1'-0' b/8' GYPSUM BOA OR 1/2' NIGH STRENGTH CLG. BOARD PER ELEVATI SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL 0. PER ELEVATION TYP. 034. R-4.1INSULATION WINDOW ATTACN'9ENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING—� STRIPS a 24' O.C. 8' CMU 1/2' GYP. WL. ED.—— --- WOOD BASE 0'-0' FIN. FLR —I ` . a m ,a a a. n W/ WINDOW OPENING eL FIE5ERGLAS6 SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R9510b.1.1 ON OAM. SHEATHING OR }` CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE -PG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY J 0'-0' FIN. FLR a ® TYP. WALL SECTION NO OPENING NO PER SECTION 905.1.1 - FOR ROOF 4 1—STORY HIP BLOCK WALL_ $2)�A� ERIUNDERLAYME T SYS EM D1 SCALE, 3/4'.I'-V' IS REQUIRED. FOR ROOF SLOPES OF 4,12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6151 eAux ao seAL sw w i r � eLna row or w v a� w•m.r_w. woos are 2B GAS LINE THRU BLACK vr.rx FIBER53LA66 SHINGLES OVER 430 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R60W.1 ON A' O.S.S. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE 1'-0' TYP. MTL. DRIP EDGE CA 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRLUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS / N' TMe7G 2 COAT - FomLao cwwff CON CTLY TO MASOM RUL CORD! MAP a' cm sea sTwJCTI m I.oR weeaewcerex 2.6 P.T. so ATTA0W00 TO RLL CULL AS Pew APPROVAL:f= GRALAW SACKM woo s GARAGE DOOR JAMBS D1 SCALE: 11/2'.1'-0' —2X4 a" 24' O.C. MAX. SECURE W/ (2)12d NAILS a EA. END 2x ESLOCKING EIETWEEN TRUSSER --PER STRUCTURAL DETAILS-- STIFFBAC.K AT ALL UPRICeH' PER STRUCTURAL DETAILS PRE-ENG WO. TRUSS CONT. 2x RAT RUN SECURED PER — STRUCTURAL DETAILS SEE ENEIIYsY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ w GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD 1/2' THICK 2 COAT—U/ PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 6'CMU n ,a '4 n W/ WINDOW OPENING ti R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS a 24' O.C. V2' GYP. WL. W. WOOD BASE FISERGLAS6 SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R60b.L1 ON J' ORB. SHEATHING OR }' CDX PLYWOOD SECURED PER 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 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY iji 0'-0' FIN. PLR n TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL D I'll SCALE. 3/4'.I'-0' 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-774-6078 FAK 407-7744078 www.abdesigngroup.eom AA 8: 0003325 DRAFTING]33634 A.B. DESIGN DRAFTIN 5439 BEAUMONT C SUITE 10 TAMPA, FLORIPH: 81388FAX- 81388 amnnn aunD:v. ae L07: SILVERADO LOT #15 BLK #13 P7ROJECT# 03719,000-15131 >wcoDN5—D GARAGE STaNG: LEFT PAGE: DETAILS 150 MPH EXP. B Im 2X6 P.T. • CENnM OF DOOR HEADER I EQIItmD W) lU VV X V J-8MT UV 4' MM. EMBEDMENT UV 2' X 2' X VS' WASHER 4 NUT OR UV (2) V2' X 6' ANCHOR BOLT8 UV Y X 7' X V8' WASHER 4 NUT IN No eeam 2K4 ON MAY TO MILK ® UV MASONRY NAIL& 2X6 d"ARAGiE D BUCK SECURED IN AV M) V2' X V J-80LT OR ANC44R DOLTS. W) 4• MM. EMBEDMENT. W/ 2' X 2' X I/S' WASHER 4 NUT. lU WTHN S' OR TOP, /U WTHM 8' Q THE BTM. (3) RiVENL.T SPACED. IE 0 m m IN 0 NOTES, ALL ANCHORS SHALL DE M ACCORDANCE TO MMRPACTWRER'S INSTALLATION MST@ICTICNS WERE a, MA &AWKIC'TIMA AIM MdE STE&Adm T GARAGE DOOR 1 BUCK ATTACHMENT 4GL6 •.r 571T L� VX4. OR I'X2' P.T. NAILER a IX4 P.T. OR % X4' MIN. SECURE THRJFRAME 4 EMEND I-Yi INTO BLOCK ❑ W/ )6' TAPCONS (MIN. SHAW, SIZE .145 MIN. HEAD SIZE 30W MIN. EMBEDMENT I-Yi WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLOCK +3/4 OR +5/4 A VDIDOV TO BLOCK +3 4 OR +5 4 ALE: N.Th. 2X4, m SECURE TO BLOCK W/ TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 18' OC. MAX SPACNG. 2X6,= SECURE TO BLOCK W/2-Ilfr' TAPCONS(MIK SWANK 812E .146 MR HEAD 61ZE 300 MIN. EMBEDMENT 1 Y4 ) WITHIN 8' OF EACH END 4 8. CMU 18' Or- MAX SPACING. )S' DRYWALL 2X8:m VX4' OR VX2' P.T. NAILER SECURESTO BLOCK W/2-%- OR CA81 ONG (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y49 -.ATTACH TO 2X PER WITHIN 8. OF EACH END 4 ANFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-1 2" n VINDOV TO BLOCK +1-1 " E, N.T.S. 2X4= SECURE TO BLOCK W/' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8' OP EACH END 4 NOTE: STRUCTURAL 2X ID'Or- MAX BPACMCr. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH y SEA��SO BLOCK W/U i' NON-STRUCTURAL i(.' (MIN. SHANK 812E J45 EMBEDMENT EMDEDBED MENT INTO BLOCK MIN. HEAD SIZE 3WW • GNU MR EMBEDMENT I Y4) DRYWALL WITHIN V OF EACH END 4 16' O.C. MAX 6PACMG X4' OR I'X2' P.T. NAILER 2X6:m SECURE TO BLOCK W/2-jb' 76' O'lB, X 4' MIN. (MR SHANK SIZE J45 DOOR CAGING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN V OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Y4) // %i �OR JAMB TO VBiDOV TO BlQCKK 1116%18p" " 5CALE, KTA. 2X4:m SECURE TO BLOCK W/ Vo- TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 33" MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IB' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6x SECURED THROUGH SECURE TO BLOCK W/2.%- NON-STRUCTURAL ' TAPCONB TAPCON MIN. I-)V (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 S, cm WITHIN 8. OF EACH END 4 x, DRYWALL 18' O.C. MAX BPACINCs a I'X4' OR 150' P.T. NAILER ECUR2XO TO BLOCK W/U-' SECURES CASING AS (MIN. SHANK SIZE .14b MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Yi) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACNG. --//A NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +2 4" �nl 11INDOV TO BLOCK +2 1 4' '� BCALE, N.T . 2X4= SECURE TO BLOCK W/' TAPCONS (MIN. SHANK SIZE J4b MIN. HEAD SIZE 300 MR EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X IB' Or-, MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH BLOCK WR-4)fr'TAPCON NCN-STRUCTURAL %' TA PTO MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 900 . cm MIN. EMBEDMENT I Y4) ' DRYWALL WITHIN 8' OF EACH END 4 IB' O.C. MAX SPACING. ❑ 'X4' OR 1'X2' P.T. NAILER 2X$4 SECURE TO BLOCK W/2-%' TAPCONS DOOR CASING (MIN. SHANK SIZE .14b MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' oz. MAX SPACING. MANUFACTURES DETAILS. Non, rn r NCO ro nus.,aR nw KFr oc�x•, DOOR JAMB TO BLACK +3" & ILT FEZ VDO)OV TO BLOCK 3" 2X4s SECURE TO BLOCK W/ V&' TAPCONS (MIN. SHANK SIZE Job MIN. HEAD SIZE -400 MIN. EMBEDMENT 1 Y4') WITHIN 6' OF EACH END 4 NOTE: STRUCTURAL 2X IS* O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6=i SECURED THROUGH SECURE TO BLOCK W/2-%' NON-8TRUCTURAL V,' TAPC,ONS(MIN. SHANK 61ZE TAPCON MIN. I-Y4 I45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3W0 MIN. EMBEDMENT I Y4) V OF EACH END 4 S' CM 18' O.C. MAX SPACING. Ai' DRYWALL 2X&m VX4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-%' ND 2X SECURE TO TAPC0WMIR SHANK SIZE STRUCTURAL MEMBER 145 W/(2A2d WITHIN V OF EACH MIN. HEAD SIZE 300 END 4 6' TO V OC. MAX MIN. EMBEDMENT I Y4') OOR CASNG WITHIN V OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACMG. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM A8 NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BIACK +3" F ENOW TO BLOCK +r , N.T . 2X4m SECURE TO BLOCK WN♦' TAPCONS(MIN. SHANK SIZE 145 MIN. HEAD SIZE 3W0 MIN. EMBEDMENT 0149 NOTE, STRUCTURAL 2X WITHIN V OF EACH END 4 MUST BE ON OUTSIDE 4 IV O.C. MAX SPACING. SECURED THROUGH 2X64 NON-STRUCTURAL SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Ys TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCr, Job MIN. HEAD SIZE 300 6. cm MIN. EMBEDMENT I Y4) DRYWALL WITHIN V OF EACH END 4 18' O,C. MAX SPACING. OR I'X2' P.T. NAILER 2X8� �.X4' SECURE TO BLOCK WA-1/4' 7(A' O.S$. X 4' MIN. TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MR HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN V OF EACH END 4 ATTACH TO 2X PER 18' OZ. MAX SPACING. MANUFACTURES DETAILS. ne,r re, w rmop ro nuf aw roo KFr o,csx', DOOR JAMB TO BLACK +3-7/I6' n Wimp TO BLACK +3-7/18" E, N.T.B. 2X4,m SECURE TO BLOCK W/Y4 TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 30W MIN. EMBEDMENT I Y4') WITHIN 8. OF EACH END 4 NOTE, STRUCTURAL 2X IV OZ. MAX SPACING. MUST DE ON OUTSIDE 4 2X&,m SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL Yo' TAPCONS TAPCON MIN. i Y4 (MIN. SWANK SIZE .145 EMBEDMENT INTO BLOCK MIN, DEAD SIZE 300 MIN. EMBEDMENT I Y4) V CM WITHIN 8' OF EACH END 4 Jg' DRYWALL IS, Or- MAX 6PACING. 1'X4. OR I'X2' P.T. NAILER 2XS4m SECURE TO BLOCK WI-1/4' ' P.T. X 4' MIN. TAPCONS CASING (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ys') DOOR JAMB OR WINDOW WITHIN V OF EACH END 4 TTACH TO 2X PER IB' OJC. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Y4 ) DER JAMB TO BLACK +3 3/4" jTs1 VWDOV TO BLOCK +3 3/4' \.��5CALE, T . 1441 N. RONALD REAGAN BLVD. ORLANDO, FL32750 PH: 407-774-6078 FAX: 407-7744078 W W W-abdeslgagroup.com AA S: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813586.2628 Ilka FAR: 813886-2802 OIIIIIhIII 91g111111! BUDDIV. & LOT S ILVERADO LOT #15 BLK #13 PLmoJIECT# 03719,000-15131 "1N5— D GARAGE 871ING: LEFT PAGE: DETAILS %150 MPH EXP. B 16 Dw81E 10/30/20 8CALE: 1/4"=l'-O" BHEET 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 21473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13972.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/3212020 13872.7 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 2027 FBCR 12/31/2020 10456.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 30446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/32/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 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 2027 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 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 RGOF TILES 2017 FBCR 22/31/2020 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 2027 FBCR 3/2/2030 FL38644.2 MIWINDOWS&DOORS FIXED GLASS 2027F8CR 11/18/2022 FL17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 12/31/2020 FL 15332-115 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FLN15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL15076.1-R5 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5694.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 1S279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL15279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS 6'-B" 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. DOORw/SIDELRE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891.4-R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.1-117 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL15216.1-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 30477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-114 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL7006.1-R9 IKO SHINGLES 30YEAR 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 ANDINSTAUATKJN. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 10/06/2020 1A41 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngrou p.00m AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813$86.2628 FAX: 81&886.2802 Ilpr UNDIV. &I LOT SILVERADO LOT #15 BLK 13 DJWT# 03719,000-15131 uoa 795- D oAawo= 0W5F0_ LEFT PAGM PRODUCT APPROVAL LISTING 150 MPH EXP. B 16 DP IN 10/30/20 s4?AIM 1/4"=1'-0" 2393 SJ1' D3 PRIFOIRMED CONTROL JOINT'' FLAMM OF CONTROL JOINTS Td ISO WIRED TIED TO LATH M 6' . O.C. MAX (VBWJ.. NOTE, DO NOT PA6TEN CONTROL JOINT TO WALL EVEN IP STUD KX16TD BEYOND EXCEPT STAPLES uV %6EQl�RE MAY C0NTIWL�JOINT� • DWRINO INSTALLATION —� FASTENERS TO BE GP • 1' O.C. MAX VERTICALLY / PLA�6T�E 3 COAT CEMENT r YARD LAYER 9, FORTIFIER* BUILDING PAPER APPROVED METAL LATH FASTENED 01' (VERT.)=MAX AT SUPPORTS UIiB LAYER q STUCCO URAP WOOD BFEATHING \ aroma LATH SMALL NOT OR CONTINUOUS v m r• v to r n THPWUaM CONTROL \ JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER ASTM CI069 PROVIDE 2X4 BLOCKING 1.1014 PLACED FLAT MAX 6TO a' NOTE, PROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON BTRIGTURAL 61UD 46TEDERS FOR LATH TO BE NAILS 0-- STAPLES IN COMPLIANCE W) AGTM CW&3 i 2. USE TIES TO BE (NO. 10) 0A416' WARE S. BLOCKING SNOW MAY BE IN ADDITIpy \ TO WALL 6TUD8 REQUIRED PER PLAN OL ICAD 3411410 . P'r. A OL MOLD NYAIO PR. A 2. OIO,IM . Pr. 6 aQNAM.PI.a OL POW HAIR"- Pr. A 2. CIMAM r In. M FOLD • 4 ® LF0.D NY)IDrR.A 7. UeARM . PR.O 1 aWA3M.P'r.O 4. POLO Pf.O OVMIR FT. 0 TILL PT. C ToLcun MOTTO" RANG. RM v r DOTTOM R�"NA 1 WTMR PRINT WALPO.O.QQ mm out. p THIM 3 COAT OSMBNT PLASTER 0=41O• R COAT AM• INT FLA4TM (Ow WRAP LAYER 9. I = PIMKR BUILDING PAPER tpmm Or<Y) RAW" (RAP PHmMOTT" TO O ROCF . RIMCTIow NOTE. APPROVED BUILDM6 WRAP SMALL BE LAPPED A MNPIU1 OF 6' r VERTICAL LAPS (ROLL SNOW 4 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED UTH POWTIMER SMEATHNG TAPE TlTAL un+ \ \ X X X X—_ ' LATH VERTICAL LAP TO OR T ^ . METAL LATH UIRB LAYER al, ( k THICK 3 COAT ommow STUCCO WRAP I RASTER METAL LATH F eP ,• , / ( WPM LAYER 9, PORTPMR \ WPM DAY LAYER PORTPIBER� BUILD616 PAPER APER /TUCall W YER WRAP WOOD SMEATMNG ro'NEAPF,R LAP GG4LEr I VP•I'-0' ® KICKOUT DETAIL WATM rw(r MAL (HMO OR AOLOMR oQ �• r Me( LAP. A ALL NQbh SDE LAP8 OF METAL PLASTER BASES SMALL BE SECURED TO FRAMING MEMBERS, THEY SMALL BE TIED BETUEEN SUPPORTS UT14 OA6415-IN. (Ul-MM) URR AT INTERVALS HOT MORE THAN a' (2214M). AS PER ASTM CI063 1MJ. POR REPAIR OF TEARS N UIRS LAYERS. TEARS MAY BE PATCHED WA40UOE URN' TAPE PER MANP. SPEC. OR PEEL 4 STICK IUOOD "API WWI PARKIN 6TUCCA NOT WOOD SHEATHING OR CMU WR5 LAYER "I, STUCCO WRAP (FRAME ONLY) 9' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOF/UTALL SCREED 5'X5' 'L' TYPE CONTINUOUS L GALV. METAL FLASHING Z z (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. CUT AND OVERLAP ONE SIDE OP SELF-ADNERMNO MIE'IBRANK R.AS4ING CUT AND OVERLAP ONE SIDE OF STEP R97(+MIM�RMIE STEP 01 PLAIHUtl UM LATER 9. STUCCO URAP UM LAYER 9. FORMU ER BUILDING PAPER PETAL LATH •'we' SELF-ADFERIM6 MKMBRANK FLAGWING OVER 4St4' SELF-ADWERIMi MEMBRANE INSTALL FASTENERS (CLIPS. PLASMING OVER APPROVED 6TRAPS, STAPLES) AS MOUSE WRAP• REQUIRED TO SCCwm RLASMINS TO EXTEND ONTO PIP* PIPE/ WIRE TO FRAMING 4'x4' SELF-AD4ERM MEMBRANE FLAS14M OVER APPROVED HOUSE WRAP. R_AANING- TO P_I(11SVD ONTO PIP[ ii' COAT. BEM OF eEALAwr M,IT ALL APPROVED MOWELLRAP AIR IMILTRATION BAR IVER OVER SHEATHING ELASTO1E1400 COATING OVER STUCCO) GV. RINISM (SEE TYP WALL MCTIOW N.T.S. SECTION PER SECTION( E1RMkrINIMM ofpIRRIRRM Exterior pl a th the 0 cement plaster sharegL candy with the e C 926-an reglmameMe M ASTM C 92fF12A. Irretelahm Of "erlor lathing and frartdng shgU comply wUh ASTM C 106312A. I m "-• I DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFIBER ......— — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO ITT SELF—ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-84l-0% MIN, 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. ORLANDO, FL32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA S: 0003328 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134136.2628 FAX: 813.866-2802 BUDDIV. & LOT. SILVERADO LOT #15 BLK #13 PROJZCT# IDII�95— D GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B 6 D � 10/30/20 SCALE: 1/4"=1'-0" BIFIEET WA1 BACKER ROD BACKER ROD UIRB LAYER 1, ATU[Yn ulRAp INSTALL 6' SELF -ADHERING MEMBRANE PLAS44NO OVER TOP, SIDE(6) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF PLA8411NG TO BE: I. 60TTOM. 2. BIDES, 3. TOP VENT CAP 16 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO BE TOOLED 60 A6 TO DEFLECT WATER AWAY FROM JOINTS, E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND NTERSECTIONS APPLY SEALANT AT PERIMETER OP NON -MOVABLE FRAME AND STUCCO ON ALL ND SIDES, CAULKING a JOINT ALL AROU PER SECTION R703.7 Exterior lethina and Dleeterino 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. HOODED VENT THICK 3 COAT CEMENT PLASTER METAL LATH WRD LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT ( FRAME) WOOD SHEATHING WRB LAYER 1, 6TUC40 WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD — CCNSTUCTION —METAL LATH a' CMU VINYL CABINS 15EAD 6' RAISED BAND x':n K' M.e.D nWALL 6' WIDE STRIP SELF ADHESIVE PLASHING, CLEAN MA60NW BEFOW APPLYING Z FLAGH04 STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO UJRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5 L55. PER .50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 6' SELF ADHE6IVE— FLASHING (INSTALL PER MANUF. BPEC6.) BUILDING PAPER — UNDER 'QUICK FLASH' ELEC. METEF VERIFY LO CONSTRUCTION WOOD SHEATHING WRB LAYER 1, STUCCO WRAP WRB LAYER 02, F-ORTIF15ER BUILDING PAPER THICK 3 COAT CEMENT Ys' TO Ya' MID -WALL WEEP SCREED —6' SELF-ADHESIVE FLASHING WOOD FRAMED r---� WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) A VENT PENETRATION SCALE: N.T.S. STUCCO SCRATCH COAT 4 1 COAT OF PAINT WBACK- ROLL PRIOR TO ELEC. METER INSTALLATION �ELEG. METER FIELD VERIFY LOCATION rl APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLY15LEND FOAM 71% SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CANE> COMO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEUJRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FAA EDGE APPLY E-Z BEA1 OVER 60 MIN GRADE 'D, FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #1 STEP #3 WOOD SHEATHING WRC LAYER -1, STUCCO WRAP WIRE, LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH Iw TBXTURED INISH a WOOD -FASTEN TO WOOD STRUCTURAL MEMBER a T' O.C. MAX WIEC V WDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V FINISH a MASONRY (�OHORIZONTAL WEEP SCREED (FRAME TO BLOCK) B' WRB LAYER 1, STUCCO WRAP CUT 'X' INTO SELF-AD14ERNG Xt MEMBRANE FLASHING: APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 1 STEP #2 WRB LAYER 1, STUCCO WRAP APPLY b® MM SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP UIRB LAYER 4, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP STEP #(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAiGAN BLVD. ORLANDO, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA N: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PN: 813886.2626 Ilk FAX: 813-886.2802 ISUBDIV. Ae L0711 SILVERADO LOT #15 BLK #13 PROJECT#1 03719,000-15131 'I 5i-D GARAGE EINiNG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B r10/30: 1/4"=V_0" A2 WOOD SHEATHING WIND LAYER R, STUCCO WRAP WOOD WIM LAYER 4, FORTIFISER CONSTRUCTION BUILDING PAPER 1144' HAT CHANNEL J' THICK 3 COAT CEMENT W/%' TYPE 'X' DRYWALL PLASTER 6' OAF. • TOP OF WEEP SCII:ED TO SHEAT149G BEHIND WEEP SCREED WOOD SHEATHING 4' POSITIVE DRAIN IICCO ar-eeCn WRB LAYER R, ' STUCCO WRAP J' THICK 3 COAT CEMENT PLASTER - 6' SELF-ADHEREINCs AMNr6-WFUWC-ISO CUSTOM C 1 FLASHING WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW WRB LAYER M, STUCCO WRAP 1 1 1 _ UJRB LAYER 4, FORTW'IB i I BUILDING PAPER f ' 6' 8E1-F-ADHERENG LAYER R, FLASHWRAPP ED / STU�o STU CCO WRAP RNEING • CORNER OF CANTILEVER AMICO AM66-WRUC-18® CUSTOM CASING BEAD 4' POSITIVE DRAIN WEEP SCREED NO GAP INFIELD --� (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL.® CANT. SCALE, 1 1/1'•I'-4D' NOTE: METAL LATH: LATH TO BE PER SECTION R"1031.1 / ASTM C-841-013, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RE618TW BARRIER R RESHAT C 4ILANNELfSARIMER02 RESISTIVE -" J' THICK, 3 COAT CEMENT PLASTER 6/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PANTED WOOD 814EATHNG FINISH J' THICK, 3 COAT CEMENT / I u � � IL /' l2) 2x12 HEADER PLASTER ^ VINYL CASING BEAD —/ LNO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD C1"TRUCTTON WEATHER RESISTIVE BARRIER R WEATHER RESISTIVE BARRIER 02 VINYL CASING BEAD J' THICK 3 COAT CEMENT PLASTER 5/8' TYPE 'X. DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING _ FINISH J' THICK 3 COAT CEMENT HEADER/BEAM PLASTER I VINYL CORP. 4' VINYL CORDER BEAD POSITIVE DRAIN I WEEP SCREED VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 1�1 J RIP EDGE INSTALLATION EXT. WOOD FRAMED WALL SUS -FLOOR DECKING PRE-EWs'D TRUSS, WEATHER RESISTIVE - DARRIER R WEATHER F E616TIVE - SARRER 7 PLASTER 3 COAT CEMENT METAL LATH WOOD SHEATHING EXTERIOR GRADE DRY WALL I' THICK, 3 COAT C LNO GAP IN FIELD (SHOW FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 0 CANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO FINISH LAYER (2 LAYER PEEL 4 STICK) 6' PEEL 4 STICK •DRIP EDGE TO DECK I )f'XI Y4' P.T. OR 61MULA WOOD (TREX) FILLER CONTINUOUS WATER PROOFING lot LAYER (2 LAYER PEEL STICK) WRAPPED FROM BALCONY DECK TO — CANTILEVER 6' PEEL 4 STICK • DRIP EDGE TO DECK—\ Yi GAP FOR BACKE—�/ ROD 4 SEALANT FINISH LAYER (2 LAYER PEEL 4 STICK) 3/4 RESILIENT —1 W/TEXTURED 4 PAINTED FINISH J' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD.I VINYL CASING BEAD -� 3' X 3' 26 GA GALV. METAL DRIP EDGE SET N FULL BED OF SEALANT,)i' MN. SPACE FROM DRIP FACE TO TREX C� Yi GAP FOR BACKERG oo ROD 4 SEALANT Yi GAP FOR SACKEF VINYL CASING BEAD ROD , SEALANT — WEATHER RESISTIVE VINYL CABIN[. BEAD BARRIER M '• WEATHER RE616TIVE WATER PROOFINW dot w�nu.o BARRIER n LAYER (2 LAYER PEI STICK) DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET N FULL BED OF SEALANT, )J' MIN. SPACE FROM DRIP FACE TO TREX WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER J' THICK, 3 COAT CEMENT PLASTER METAL LATH UJOOD 6HEATHNG WEATHER RESISTIVE BARRIER R WEATHER RESISTIVE BARRIER Q 4' POSITIVE DRAIN wage Pr_eem (SHOWN FOR CLARIFICATION OF _ , — , — _ . SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 x-x-x-X EDGE INSTALLATION f1 1�j SELF-ADHESIVE FLASHING - - - - 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER 2 1/2' CORNER BEAD FASTENED TO SHEATHING C. MAX. ' WRB LAYER 01, STUCCO WRAP .:s WOOD SHEATHING METAL LATH WRB LAYER 02, FORTIFIBER WILDING PAPER (14 A CORNER BEAD (9) FRAME k 2 1/2" k CORNER BEAD (FASTENER 4 SPACING 0 l' O.C.) CMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY i/ ,� R1CORNER BEAD � BLOCK WOOD SHEATHING WPM LAYER sl, STUCCO WRAP 7LUMN SHIEATHNG EATHER RESISTIVE AR\\RIER -1EATNER RESISTIVE ARRIER 02 SAP. \ -EEL 4 STI`GK I)WX3' 'L' FLASHING RJLLY EMBEDDED N ROOF CEMENT I )i' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL DEC) OF PEEL 4 STICT 7 ®OUS FLOOR I NXI)i' P.T. OR SIMJL) WOOD (TREX) FILLER CONTINUOUS Ys' GAP FOR SEALANT OPT. BACKER ROD. - MODPIED 90 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD= 9® S/8' TYPE 'X' DRYWALL W/TEXTUZED 4 PAINTED FINISH J' THICK 3 COAT CEMENT PLASTER TREX WEATHER RESISTIVE BARRIER -1 WEATHER RE616TIVE BARRIER 4 EXTERIOR COLUMN COLUMN 61-EAT14ING 6' SAP. �I YaN3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT IN X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANTJV MIN. SPACE FROM DRIP WATER PROOFING Ist LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING VINTL CORNER sEaD ./ / (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY BALCONY DRIP 11 EDGE INSTALLATION 0 COLUMN (W/"T" T:T ACLITATf11 WRB LAYER 02, FORTIFISER BUILDING PAPER\ METAL LATH J' THICK, 3 COAT CEMENT PLASTER WSELF-ADHERING FLASHING WINDOW) FLANGE WRB LAYI BUILDING METAL L4 J' THICK,: PLASTER WSELF-o FLASHIM DRIP C' WINDOW 15B CASING BEAD 0 WINDOW (FRAME, NO BAND) WOOD SHEATHING WRB LAYER 01, STUCCO WRAP I I WRB LAYER 02, FORTIF15ER BUILDING PAPER A 1— METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT 'VIEW FOR PLASTER CLARITY) 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.com AA (J: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888-2828 FAX: 613-8862802 EJVHDIV. 4 7:oT SILVERADO LOT #15 BLK #13 PROJECT# 03719,000-15 "I hZi-D GARAGE EIWING: EFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B D TE 10/30/20 BCALJL 1/4"=1"-O" a*== WA.3 WOOD SHEATHING -� WRe'S LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH J' THICK 3 COAT CEMENT PLASTER 6'SELF-ADHERING—i FLASHING VINYL ANGLED CASING BEAD DRIP CAP WINDOW FLANGE VIEW FOR CLARITY) WRB LAYER h, STUCCO WRAP WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH 9' THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIFIBER c; BUILDING PAPER METAL LAT \ ----�� THICK 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING WINDOW FLANGE CASING BEAD ® WINDOW 15C (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER 62, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT - PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD Y.' GAP TYP J' THICK 3 COAT CEMENT CASING BEAD PLASTER IX TRIM MEMBER TO TRIM METAL LATH e STUCCO TO SIDING TRANSITION WRB LAYER FORTIFIBER BUILDING PAPER SIDING- UK= SHEATHING WOOD 5HEATHING WRB LAYER M, \ \ WRB LAYER 01, STUCCO WRAP STUCCO UIRqP ' — CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) � TRIOTION WOOD 04"THM6 THE FR nm6T!ve D ` \\ !ATMRIPMIG'rIVE / IX.' X T�LA Som / / \ bRE� ""On / DFIERMI4 n IL4 4ING; f ` ! �� RnIDTIVE 6TARTER 6TR IP \ \� \\ DER RRIESISTIVE an\ \ RAeHMa�� llbib� \ \ GALV'D META!. 6N vb METAL Z. FLAeHMd DOD TRIM MEMDER / // 'RIM° I'R1'IEEI! I \\ oRAL aAA OVAEDABE M SIDING TO STUCCO ® BLOCK TO FRAME ��� TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-541-0S, MIN. 2.5 LBS. PER 80. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER 01, STUCCO WRAP WDDDBHEArHENd._ W RESISTIVE TWTHM 1'IIF,&bTIVE BAPOMR WRB LAYER 02, FORTIF15ER hxN ME BUILDING PAPER --ADHBRMS METAL LATH STAR" 6TRIP— (EXPLODED" THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) CASING BEAD (9) RAISED 1 7 A BAND ( FRAME) SCALE: 1 1/2' = I'-O' Fb,LA6HM6• — WEATFMR ISAIYtlER WEATWM OAR!ER SIDING TO STUCCO `a ® FRAME TO FRAME 19 TRANSITION SEALANT WINL 2X FRAMING MEMBER ILA IIEATI-M MMOTIVE \ GARNER -1 TO LAP b' MIN ANOVE TOP ` OF 'Z' M.ABFIM6 `r-BAPO 6RR �e!erwE L WEATHER RESIBTIVE DAMMER 2 �FeHMGlki� aft 1"6N6TNVE THICK, 3 COAT CEMENT PLASTER METAL LATH i WRB LAYER 02, FORTIP15ER BUILDING PAPER E-Z BEAD VINYL CASING (W/fib' FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY Y4' GAP TYP ETHICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT (I TO WINDOW METAL LATH URB LAYER 02, BUILDING PAPER RTIFIBER i WINDOW FRAME WOOD SHEATHING R R I I WRB LAYER 01, STUCCO WRAP ! I I I 6' WIDE PEEL 4 STICK OVER FLANGE ; WINDOW FLANGE 7�/jI E-Z BEAD VINYL CASING 2X FRAMINGV A (W/%' FLEXIBLE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN ' BUILDING FLANGE 4 BUILDING WRAP WRAP --------------------------------------------------------------------------------------------' (,_��EZ BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIF15ER - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO: WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-774-4076 www.abdesigngroup.00m AA #: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813ZM2628 FAX: 813.886-2802 Wj aUDDIV. aE LAT SILVERADO LOT #15 BLK #13 PROJZCT# 03719,000-15 "D'N5-D GARAas 8VnNQ: LEFT PAOIi: WALL ASSEMBLY DETAILS 150 MPH EXP. B l7 D2 10/30/20 8CAL.R: 1/4"=1,-0" a*== WA4 Tov-GRAINLY POLO -UP 4sacRAr wousn NO GUT HOUSeWRAI` TUCK AP UND FL AT 4S' AN" at HEAD MODIFIED Tart INHOUSE~ LINE OFOpomm ( FOLD Wousm INAT JAMB& N ATRDV® HCUS OVER OVER GIlATHNO WD STUD WALL SI.OPE GILL R STEP I o0u EXTEND GILL MICA MIN P FLEXIBELOWBLE SILL \J/\ FI.Ex10LE PLASHING DO NOT SEAL OOTTOH PN STEP 6 STEP 7 ALIGN PLASHMG WV INT. now OF GILL RD. MECHANICALLY FASTEN FANNeD eDOM (CAP NAILG, 6TA-LEG) INSTALL OUPCHT FLe)MWAP AG TH PL=MG AT TIM IPPLY 46, ■ SEALAN AMS6 ANC IPPLY TO GDOY NA LANGE N 1E-Pump CLOG OR NOR ADHESIVE 1XIMA FLA6HIN VER Col. CAP SCTO4~ EOUIv) WINDOW FLASHING INSTALLATION DETAILS 1 ( FULL WRAP) SCALE: NTS L IT B THE OONTACTOR6 PWJM-c SISILTY TO VVRHFY THE Ca7'ATIVILITY OF ALL F167DUCT6 NCLUDNG HCU5ftK4P, GRALANTG N SELP-ADHlRMG lLA6HN6 MATMAL6 USED OWOIG CONOTRICTON 2. INSTALL ALL MATMAL6 PER MOWACrJPMM WtlTTEN SPECIFICATIONS WMMQL eE4LANT6 MAY RSA= ADVON ELY P NOT COI -PATINA C-LEAN AND SEAL JAMB TO BILL JONTE WITH DOW IPA FOLLCWNG COMPLETION OF EXTERIOR RETROFIT WOW NOTE, R SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENNO SEAL PER IMETER RIMETER OF WINDOW WITH SEALANT 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 3,2760 PH: 407-774-6078 FAX 407-774-4078 www.abdosigngroup.com AA k: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134986.2628 FAX: $13,886.2802 O o� EtvBDIV. 4k I.OT0,14 SILVERADO LOT #15 BLK #13 PROJECT# 03719,000-15 is 'N5—D GARAGE SWING: LEFT PA"E:WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 MPH EXP. B \ 2x6 SUB-BANb W/i'x4' NOTCH END, WRAPPED IN PEEL 4 STICK 1 DRIP EDGE �\ I\ 1/8' TEXTURED I FINISH o WOOD 1 �� 1/2' TEXTURED i FINISH 0 CMU �\ METAL FASCIA WRAP Ya' FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) \� NOTE: NOTCH FOR 2X6 \� SUB BAND ONLY \ ®ELEVATION ©PLAN A METAL FASCIA WRAP 2X6 SUB BAND ©PL)4N B —ROOF KICK OUT REMOVED FOR CLARITY TROOF: DECK (BEYOND) DRIP EDGE, I' OFF WALL NOT INTO STUCCO) 1�1/8' TEXTURED FINISH m WOOD, 1/2' TEXTURED FINISH ® CMU 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK lw TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU '1ETAL LATH UIRB LAYER 01, STUCCO WRAP(PRAME ONLY) UIRB LAYER 4, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT EDGE . KICK OUT SUB BAND DETAIL ® WALL METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 3. PRE-ENG'D TRUSS TO BE CUT o WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-C* SCABBED TO TRUSS W/12d NAILS O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH A END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) xx xx xx x x �xxxx x xx/ x SUB BAND DETAIL ® WALL W/KICK- OUT AME OR CMU LT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN.1'4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH s END, WRAPPED IN PEEL 4 STICK ROOF CEMENT e 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/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngfoup.com AA 8: 0003326 IF DRAFTING SY: A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PK SIS4186.2628 FAX: 813;868.2802 �NIIIIIIII BIIIIIIIII' z o OWN 9tMDIV. & LOT SILVERADO LOT #15 BLK #13 PROJECT# 03719,000-15131 lDtJ195— D GARAGE 811ING: LEFT p""E`WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH 3. B ljOV DA1W'E' 10/30/20 SCALE: 1/4"=1'—O" 8FiEET WA6 S�LAB� TOP OFT re i 1 i 30'-B" 19'-4" 27'-2" 18'-0" 31, ra- - — — TE-1 — — — I L ` �`�� — — FM-16X18 — — — — — 4'-5"`" 3,_2" 3'-2" 10'4" 8'-4" 4"CONC.� F2-30X301 m SLAB w CHASE F'1.30X30 .a I 1 -31/2* `\` \�\` %``�`� 1.1 II U 1" PVC CHASE L.� — o ti 0\ FOR ELEC. @ EXTEND FM-16X18 ISLAND ;I` SLAB 1 112" 1 I 18'-0' B'-10" 2r-2" I � TOP�OF ` `% SLAB 3'-2" L TE-1 ml �TE1 12 1% 4 1.1 W LL 20'-8" . I I I I I � I I I I I I I N-- TE2 I' I -- L T E-2 — — — — 8 1 7 -5 1/2* 5 2• 3" @ ,., I 2 2'-8" 2'_8" 5'-6„ I b w 10'-10" EXTEND 1.1 18'-10" O I `I f I - SLAB 1 112" aw 11 11 1 L FM-16X18 �7 I o F1-24X24 I ` I- 1 I FMC-16X18 1I 2' ILL 4" CONC. 2 G" 19-V 7-v 10 r-w SLAB I� I� 2 a 1.1 1.1 z 0 a T.6" 3-2" 3- " 7 1 /2 4 v FM-16X18 Ft-24X24 — — — — — — FM-l6X18 L T E -1 — — '-4" 5'-0" '-4" 20'-0" 9'4" 7'-8" 13'-0" 50'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-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. 8. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.13INDICATES #6 BAR, EINDICATES #6 BAR,■NDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #R5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH 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 i 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 ITHICKNESS REINF. REMARKS 6x6 W I AXW I A OVER GENERAL 31/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16x18 16" CONTINUOUS Is" (2)#5'8 - (+)0'-0" FMC-16x18 16" CONTINUOUS 181, -7Z ffs #51N CURB VARIES Ft-24x24 24" 24" 12" s s (-)8" BELOW GRD TE-1 8" SEE PLAN 8" - 8 - 14' TE-2 8" SEE PLAN 8" - s - 0'-0" CWC-12X12 12" CONTINUOUS 12" - 5s #5 IN CURB VARIES F1-30X30 30" 30" 12" (3)#5's (3)#5'e (-8"BELOW GRD F2-30X30 30" 0" 12" (3) i#5's (3) #5's - 12" BELOW GRD FOUNDATION PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 327W PH: 407-774.8078 FAX: 407.774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.886.2628 FAR: 813�88-2802 aUDDIV. Se LJOICI SILVERADO LOT #15 BLK #13 PROJECT/, 03719,000-15131 "N5-D GARAGIC 8111IxG: LEFT PAGE: FOUNDATION PLAN %150 MPH E B DIRINT 10/30/20 8CAIX: 1/4"=1'—O" B*MZT s1 30' MIN. EACH WAY MONOLITHIC FOOTING Z_ ° STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Q EL 25 SEE PLAN FOR SIZE AND SPACING REQUIREMENTS SPACING �. cL SPACING REQUIREMENTS i G a— w °T U W la - __ GARAGE DOOR w RECESS FM M Ity Z 8" CMU WALL O 8" CMU WALL I CORNER BARS, SAME SIZE AS LARGER BAR N 8" LU = c Z tO — o'� ! IN FOUNDATION WITH 30" LEG EACH 'I,A' W o +- 0'-0" «. 0'-0" d I yypy AT ALL CHANGES IN DIRECTIONS N (o —t—-^t—��--'R TOP OF SLAB TOP OF BLAB (... a� SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS vl • CURB FOR a° EXT. PORCH SLAB ° ° SEE SLAB SCHEDULE—• BAR SIZE 48 BAR DIA. 4 CHAMFER (I -STORY) 18" EXT. PORCH SLAB - VARIES • SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER Il f ' _ .ILL '"v. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET ZLp, AT ELEV: AT W/ 1/2" ISOLATION -.., JOINT (WHERE 6 CHAMFER (2-STORY) #4 Y4" W/ 112" ISOLATION (1STORY) ` 6" CHAMFER (2STORY) s APPLICABLE) Z SEE SCHEDULE #5 39' JOINT (WHERE APPLICABLE) . z a ► EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING 2 FOR WXD, BAR SIZE #6 36 FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #T 42" EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE: 314"=1'-0" �@ GARAGE SCALE: 3l4"=1'-0" CORNER BARS DETAIL DOOR OPENING SCALE: 3/4"=1'-lT' 4 SCALE: 3l4"=1'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 18d COMMON AND NAIL W/ 16d COMMON —J( 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 WI PLAN w 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE w ❑ 0. ( No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE 0 NEW REINF. BAR SPACING. SINGLE BTM. PLATE if2"x8" WEDGE ANCHOR W/ 2" BTM. PLATE TO BE PT. IL SECURED W/2- PART TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO 2"CAPPED a g ( EPDXY. MIN. EMBED PLATE EPDXY 5-1/2' EMBED. MIN. @ 16' OC SLAB 1. MASONRY NAIL 16" O/C STAGGERED. GALVANIZED PIPE � Q 8', UNO SIMPSON SPH4 OR SPH6 MAX. ADDITIONAL METAL W/FLANGE @ BASE Q FOLLOW ALL MANF. = BTM AND TOP PLATE CONNECTORS K SPECIFICATIONS FOR ANCHORS W/ 10d x REQUIRED WHEN NO USE AND COMMON NAILS FILL ALL N coXl—UPLIFT IS PRESENT. PREPARATION OF HOLES, DO NOT USE 1Od w w z HOLE. x 3" SEE SLAB SCHEDULE C SEE SLAB SCHEDULE SECURE FLANGE TO LU Q Q SLAB W/(4)1/4- X 21/4" p O +- 0'-0' +- 0'-0' TAPCONS Q� TOP OF SLAB TOP OF SLAB 4" CHAMFER (1-STORY) °�" 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 5 BOLLARD 6 MONOLITHIC FOUNDATION $ scALe:34^"`0" (NO UPLIFT) 7 scALE:3/a"=r-°" (W/UPLIFT) SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-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 216 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE i PLANS FOR SPACING. SINGLE n- BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 0 PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. U ADDITIONAL METAL CONNECTORS NOT w REQUIRED WHEN NO UPLIFT IS PRESENT. to O 8" CMU WALL a' VARIES 1• POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) ��0': TOP OF SLAB ISEE ° SLAB SCHEDULE 2X WALL FRAMING «- 0'-0" TOP OF SLAB a• Z SEE SLAB SCHEDULE s W" DIA. SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO ��LL 'a g "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND ° ° • CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX ;o POURED MONOLITHICALLY WITH -- FOUNDATION AND SLAB SEE SCHEDULE - ° - • SEE SCHEDULE 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 SCALE: 1"=1'-0" (NO UPLIFT) 10 FOOTING AND COL. PAD " BLOCK WALL CONNECTION SCALE: P-17 11 SCALE: 3/4"=V-T 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdaslgngroup.com AA M: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813.886.2802 StMDIV. & LOT SILVERADO LOT #15 BLK 13 PR OJECT## 03719,000-15131 IDII> 95-D GARAGE STING: LEFT PAGE: DETAILS %150 MPH E . B Dw1'E 10/30720 SCALE: 1/4"=1'—O" SHEET S1.1A C DOWEL PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL327W PH: 407.774-8078 FAX- 407-7744078 www.abdosigngmup.com AA M: 0003326 DRAFTING BY.- A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH; 8134MS-2626 FAX: 813-8862802 973D V. a. LOT SILVERADO LOT #15 BLK #13 PROJECT* 03719,000-15 aio 'N5—D GARAGE 8WlN0: LEFT PAGE: DOWEL PLAN 150 MPH EXP. B TIE VERTICAL REBAR TO HORIZATIONAL REBAR W110" HOOK GROUTED BOND BEAM TI E VERTICAL REBAR VARIES PER ELEV. O TEHOR120NTAL RBAR WI 10" HOOK - GROUTED BOND BEAM Z � VARIES PER ELEV. ° f a. a < a #5 BARS ra a p11 1 m 10" HOOK � I ° ..�.a a _ , ���.;-q 0 CLEAN OUT REQUIRED Z lq1 0: FOR INSPECTION m <O a K 10 coi 0'-0"FIN. FUR. O j �; � < RR n TOHORIZONTAL/10"H ❑ o REBAAR WNO"OOK al :- BAR SIZE 48 BAR DIA. 1 -0 1 Zcc > M OU #3 IS, #4 24„ #5 30" „o ��Ilkk CMU UNIT DIMENSIONS ARE NOMINAL SIZES OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. #5 35" #7 42" METHOD ##44 24" MASONRY SYMBOLS HORIZONTAUVERTICAL HORIZONTALNERTICAL #5 30" %�� REINFORCING n L REINFORCING SCALE: 314"=V-0" „7 42" SCALE: 3l4"=1'-0" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774.6078 FAX 407-774-4078 www.abdesigngroup.com � AA #: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813,688.2628 IlIkk FAX: 813886.2802 BVHDIV. A. LOT SILVERADO LOT #15 BLK #13 PROJECT# acoaTh5-D GARAGE 8WMC;: LEFT PAGE: DETAILS 150 MPH EXP. B D 10/30/20 SCALE: 1/4"=1'-O" SHEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 112" HDG NAILS, FILL ALL HOLES. 2, ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURERS 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 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' e 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. HEADER SCHEDULE MARK oF.sceRIPT10N REMARK 0 (2) 2X12 20 (2) 2XS BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.OA. = TOP OF ARCH I 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 (pal) rc SIZE, ZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING Sal MASONRY 3000 8x8 (1)#5 NIA GROUTED SOLID SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 498 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE ss® slags stras eFwas seas rFrras s irr-i. 8lM 34' (47) PRECAST 2231 4'a' (46y PRECAST 19e8 4'8' (541 PRECAST 11090 6.4' (64') PRECAST 1217 F-10' (70') PRECAST 1082 94r (76') PRECAST 900 r4r Mn PRECAST 743 94' (112') PRECAST 664 104r (12r) PRECAST 475 IVW (131r) PRECAST 302 17-V (144-) PRECAST 397 13'4' (100) PRECAST 218 IC-V (16n PRECAST 279 14'1' (178n PRE81REBM KRL 1S4' (1841 PRE8TRE00ED N.R. 174' (208') PRESTRESSED N.R. 184' PM PRESTRESSED N.R. 21'4' On PREPRES ED N.R. 278' (2541 PREI!ITRESSED N.R. 2V4r — PREBTRES ED mmt�m® ©D�Omm �oo�omom �B�Bi�os�ool� oo��omm DES"114 I= E."I = ■�B�B�B�B�00 Arm" ""0. 1�7/iC71)yJB��00 Bi:7110®o©B�o oom��s�v 0�D��mO ooB;�B�os�1 oomomoo ©ommms�o ®�mmm�0 ©�O0m00 BI�BL✓7�1�:70�/!W7 BL7 BL71� B! v7 BS7 Bi:.71�:7 00�0000 1�:7�1�7a17�00 BI�B�B��BL'7aL�� moon®oo 0m0©�00 B! r.7 B� 1�7 � � BL,7 B� ■ N.R i2r 1 210 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS *-4.—SAFE LOAD PLF w� SAFE LOAD - POUNDS PER LINEAR FOOT TYPE RCL,SI TYPE s34T 01WIT F16•1T TWIT rrr4r i IT *W11 LENGTH BLO BtRI LENGTH agar s424r WWV SPJW swm ssn V" 3'4r (42') PRECAST IONS 1024 1596 Tor (421 PRECAST two asr as 4aw bap wp 7W1 im awe 304 4n4 eap "m Tap ,'a N6') PRECAST 7e6 709 ,3D9 ra ( PRECAST tap 210 apr awr 4rT0 p14 mTr tap 9w pr4 Ma 4m am r07r 4'4r (54') PRECAST 092 W 1073 4'4r (641 PRECAST ta77 ar10 a>07 p/r 40p m1 pA V4' (84') PRECAST 411 S-10' (70') PRECAST 340 0'1' (TB') PRECAST 007 r4' (99') PRECAST 424 P4' (112') PRECAST 326 10'8' (128) PRECAST 264 11'4' (1W) PRECAST 200 lr4)' (144') PRECAST 244 174' (18n PRECAST 217 14'4Y (16n PRECAST 205 14W (170r) PRESTRESSED N.R. 746 1 I &4' (64) PRECAST azmQ 'LL:7::'.aTSi 230 94' (112') PRECAST 180 100 (129) PRECAST 1b4 11'4' (136) PRECAST 137 lr4r (144') PRECAST 110 1 113'4- (100I PRECAST iL' mm=� 1 i01 91 1 1lV4r (,70') PRE87RESM 184' (184') PRESTRESSED N.R. 1 280 1 83 1 1S4' (164') PRESTRESSED 17'-0 Wn PRESTRESSED N.R. 194 64 1r4' CAA) PRESTRESSED 19-C Mn PRE87REUM N.R. 148 52 W-C (292") PRESTRESSED 21'4' (260') PRESTRESSED N.R. 125 42 21'4' (2S0') PRESTRESSED 27-0' R649 PRB81RE88ED N.R 118 40 224r 047 PREnamm 24'-0' (288J PRESIRESSM NAR 91 33 24'0 (2809 PRESTRESSED (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. • ALLVALUES TAKEN FROM MAPS LOAD TABLES' BY CASTORE7E MAY 2018 EDITION • PRECAST PRODUCE BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER M ANL FACTURES SPECIFICATIONS - PROVIDE MINIMUM 4. OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 ♦�---- r--- ---------- —BETS-1TlO ---------— -------- --------- BETS-1T/OM/OB __________-1T/OM/18— II immmommm 1 12'-0" 5'-10" 194" . 1 1 ,♦ 6 ♦ m 1 1 1 ♦ 1 1 ♦ i ? 1 ♦ AH7 LL 1 �♦ n I 1 `♦ ♦`♦ 10'8" 1 j j ,♦ I 8 1 ♦♦ I 18 i ,♦% 1 Ib b ♦♦ �m ,♦ I 1 ♦♦ 1 ♦ `♦♦ �I 1 1 ♦♦ 1 I 1 %♦ I 1 1 I 1 � Q 1 LL 1� 1 1 1 1 1 1 1 1 i 1 6 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 � 1 1 0 1 1 r_2 � j� I ♦♦ 1 `� LINO, PROVIDE BBt WHERE-1 ROOF TRUSSES BEAR, TOP ♦ ♦♦ , OF WALL EL. 9'4", LINO. 1 1 1 1 ` ♦, 1 ` ,` ♦`♦ 1 i 1 1 1 ` `♦ 1 1 1 ` 1 ,` 1 1 1 ,♦♦ 1 ♦♦, 1 ♦ 1TOM/OB 1 1 4♦" ♦� 1 1 1 1 1 `♦ 1 1 1 ♦♦ I I�♦ 1 ; ` FH 1 1 1 , `, 1 1 1 Y 1 , ,♦, 8F36-1T/0M10B 1Eli �F36-1T/O-------- ;---------; 1 1 i - — — — — — --� — — — — `-------------- L-1==— —i `-----♦-----J LIFT BEAM PLAN ' SCALE: 1/4" = l'-0" 1441 N. RONALD REAGAN BLVD. ORLAND0, FL 327W PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 M ING BY:N GROUPNG INC.T CENTER BLVD. 1004RIDA 3363486-2628186-2802 IBUDDIV. Ac L.OT: SILVERADO LOT #15 1 13 PROJECT* 03719,000-15 Ii0'N5—D GARAGE Sf/ING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B NOTES TO THE INSPECTOR/CONTRACTOR TYP. S"xe" 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. bv- BOND BEAM 2 IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. qFi\' 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 aG� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST #5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"xl6" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH O� COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL9-' i COURSE OF BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. / A 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. x 8 VERTICAL REBAR WI 10" HOOK �\ DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM BEAM Qtv' e EACH COURSE •\O�� G 8x8 BOND BEAM TOP OF .y: BOND BEAM • �rG�\a W/(1)#5 BARINI 30" TYPICAL I .\AU = UINFED WD/GROUT GROUT SOLID FRTOP NOMINAL LINTEL TO TOP OOFOPENING 111) WIDTH #OF#5'S, IN 2ND BOND BEAM, IF FILLED BEAM COURSE #5 BAR IN BOND BEAM SEE NOTE 5 A6-1 T/1 M/ B 8x8 PRE -CAST CLINTEL W/ (1) #5 NOMINAL-�LENGTH OF BARF MASONRY HEIGHT # OF #5'S, TOPCORNER OPENING-2'IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE QRBEAM DESIGNATION THAT XFX(-1T/iMfOB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRECAST CAND REINFORCING OF BOND BEAM XFXX - 1T/OM/0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEERIT ISTHIS ENGINEERS INTENT TO PLAN FOR LO AND XUXX- 1T/iM/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOPs. LINTEL OF OPENING AND XUXX - IT/OM/0e INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SIZE, D WINDOW SIZE N OOMIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BENT AS SHOWN 2x6 (MIN 2 X 3) 2-3/16 TAPCON PRECAST°a 1'� OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL .Z-� MIN EMBEDMENT.1 1/4") 8" SLOPE FROM EACH END AND 18" 70 �+ O.C. MAX. MIN 1-1/4" 'E m EMBEDMENT 9 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 SENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 114") B" FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-114" MIN. 2.12d PER BILK. EA, END BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7116" OSS SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION CORNER BARS 4 ��ARCHWAY FRAMING DETAIL AT CORNER STEP BCALE:,,2•=, 3 SCALE: 3l4"=l'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I > I — SINGLE #5 CORNER BAR, 3OX30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF RAF FILLED CELL BOND. BEAM G8x8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SEE PLAN. STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: %SINGLE LINTEL, MULTIPLE OPENINGS � SCALE: 3l4"=1'-0" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774.8078 FAX 407-774-4078 www.abdesigngroup.eom AA 11: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA. FLORIDA 33634 PN:8134862828 FA%: 8134864802 stMDM A. LOT SILVERADO LOT #15 BLK #13 PROJECT* 03719,000-15131 acODN5— D GARAGE aWIATG: LEFT PAGE: DETAILS 150 MPH EXP. B Nov, a TE 10/30/26 aCAL C: 1/4"=1'-O" aiIEET s2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 112" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W1(8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1 /2' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 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 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177"' x 2 718" 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. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4, AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 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I I I I I I eea aans = =mesa elate.®aanaaaav----assso.a .aa�.�a =ae----aa>_------- L — — — — — — — — — — — — — — — -- L ®.�smeam tmei.a® nmq@. �m =gym — . i n.I.I .I.. AT C—'_T-- .I.I:.�a_4.CESSS Ia I I aoaaa®aasnmaa..am�xsa®sew=�. .�=a�aa®m VA BLODTONG BETWEEN TRUSSES 2e O.C. TOE NAILED TO ADJACENT TRUSSES W/ M 18d COMMON NAILS 6 SECURE TO BM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WAIL :a�a �a�aasa F .a_.� FH7 J Noo F "RQ y�A N � N CJ3 CJ1 I NJ— FRAMING PLAN kS SCALE: 1/4" = V-0" U 1441 N. RONALD REAGAN BLVD. ORLANDO, FL32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngroup.com AA N: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 613886.2628 FAX: 8134IM2802 gluumv. ae LOT: SILVERADO LOT #15 BLK #13 PROJECT► 03719,000-15131 acoa:N5—D GARAGE SWING: EFT PAGE: FRAMING PLAN %150 MPH EXP. B A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 }" NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) Ird 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) 10d x 3 }" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 }" NAILS TO GIRDER 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. lx2 SECURED W/ iOd GALV. COMMON NAILS 12" O/C MASONRY BONDBEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 1 Od NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES Q 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) 8 ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) S1 B 1 C TYPICAL TRUSS/ SS GIRDER CONNECTOR(S) 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE W/ (2) 16d TOENAILS DOUBLE TOP PLATE ENGINEERED WOOD TRL 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 j" NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-C"MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. LA{I) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) t" x 5" TITEN HD TO CMU AND (12) SOS }" x 2 }" TO GIRDER 13 (1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2, 2x WOOD FASCIA (2) }" x 5" TITEN HD TO CMU AND (18) SDS }" x SEE ARCHITECTURAL 3" TO GIRDER C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3)16d GALV. COMMON NAILS. (2) 77" x 5-TITEN HO TO CMU AND (18) SDS J" x 3" 1x2 SECURED W/ iOd 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 = 3286 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2A 2B 2C TYPICAL ROOF GIRDER CONNECTOR(S) - LSTA12 20 GAUGE W/ 10dxl/2 HOG NAILS EACH END. TOTAL OF 10 FLOOR GIRDER 4TT4 W/ 5/8" A.B. WITH AIN, 7" EMBEDMENT TO SLAB & (18)16d x 2x4 OR 2x6 WOOD BEARING 2-11" NAILS TO POST., WALL W/ SYP No 2 STUDS SEE POST TO SR DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE OBL. TOP PLATE PROVIDE BLOCKING .a. 1/2" GYP. WL. BD. a • ��GIRDER/WOOD POST CONNECTIONS a, J SCALE: 314"=1'-0" FLOOR TRUSS CONNECTION @ L.B.W. * SCALE:3/4"=V-a' (NO UPLIFT) NOTCH DEPTH 1/4•D O HOLE EDGE >5/8" HOLE DIAMETER Z. SGL. STUD OUTER 1/3 OF SPAN ONLY HOLE EDGE >518" BTM. HOLE DIAMETER PLATE < "5'13 OBL. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 1/2«=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 1 2400 LBS, U < 1425 LBS W/ (2) 3/4— SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22)16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G <2400 LBS, U < 1810 LBS WI (2) 3/4— SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. E - SIMPSON HGUS28-3 G c 4800 LBS, U < 1810 LBS W/ (4) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=1'-0" 6'4- MAX (W/1X4) I.�21R 10'4" MAX (W/2X4),, # 1100 UPLIFT SIMPSON — HTSM20 W/1010d TO TRUSS AND (4)1/4" x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/101Od TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM 3 TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d @ EA. TRUSSES WHERE TRUSS(DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) 7' BRACE SEAMS) 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT, PLATE (1) "X" BRACE @ CENTER TO BLK W/ 1/2" DIA. (2)'00' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 .CHORD P.T. PLATE W/ 12d's 8" CING, SEE STIFFBACK (AS PER O.C. MAX V FOR LOCATION NOT BE TRUSS ENG) CONT. 2x4 SECURED W/ UIRED (2)10d's @ EACH TRUSS TO BE INSTALLED (G 10'-0" O.C. MAX. CHORD OF ID ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. -. 1x4 BTM. CHORD BRACING V-0" O/C END WALL OR OTHER MAX„ OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD NTERsecrloNrYP. C BTM. CHORD BRACING V SCALE'. 314"=1'-0'• 5'EDGE CENTRAL SPACING SPACING SEE SEE CHEDUL SCHEDULE SEE% ING LAN SEE SCHEDULE FOR BOLT SIZE 5 1/2" MIN. EMBED. (TYP) SEE LEDGER SCHEDULE 1. ENSURE THAT EXP. BOLTSIJ43OLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. Z 2. END OF FROM AND REAR LEDGER SHOULD �O LAP A MIN OF 4'-0". 3. ALL BOLTS TO HAVE WASHERS Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY °o CLOSER THAN 6" O/C. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4" (2) PT DIA. x 3" MASONRY SCREWS MAY BE USED, LEDGER SCHEDULE MARK SIZE BOLTSIZE &EDGESPACING CEN ALSPAONG A DOUBLE 2x8 1/2" 8" O/C 16" OIC 8 DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE 2x10 112" 8" O/C 16" O/C D DOUBLE 2x10 3/4" 8" O/C 24" O/C E DOUBLE 2x10 3/4" 6" O/C I V' O/C F DOUBLE 2x12 3/4" 1 6" O/C 1 IT O/C a WOOD LEDGER DETAIL SCALE: 3/4"=l'-O" BLOCK WALL W/ GABLE END PRE-ENGD TRUSS SCALE:3a"=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft 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"=1'-0" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407.7746078 FAX 407-774-4078 www.abdeslgngroup.com AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81343M2628 FAX: 813-886.2802 SUBDIV. & LOT SILVERADO LOT #15 BLK #13 PROJECT/► 03719,000-15131 xOaN5- D GARAGE 8WIN0. LEFT PAGE: DETAILS 150 MPH EXP. B 16 Dww 10/30/20 SCALE: 1/4"=1'-0" 8REET S3.1A IF FLOOR DECK Co 2x6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON W/ (6) 3/16" ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY INEE RING BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, C FLOOR BRACING SCALE: 3/4"=1'-0` SIMPSON HB W/ (8)Bd COMMON NAILS 2x STUDS- SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH - ENO EVERY STUD OR ON EACH END OF "BUNDLE" OFSTUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 BTM. FLOOR TRUSS OR PLATE STRAPS W/ tOd x 1 GIRDER TRUSS 12"HOG NAILS WALL / FLOOR FRAMING, RUSS PARALLEL TO WALL Di SCALE: 3/4"=l'-0" DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ IOd ® 3" O.C. 1ST PLY INTO LEDGER AND 1 Od @ 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8" CMU WALL REINF PER PLAN PER EL EV TIO O it PER ELEVATION 1X2 FIRE -STOP NI #8 WOOD SCREWS x 2" LONG 3" O.C.; STAGGERED OFF CENTERLINE OFF 2x6; NI 3/4" AS SHOWN SIMPSON A23 EA. TRUSS/4" NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) DBL 2X_ LEDGER SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING ON EXTERIOR WALL SCALE: 3/4"=l'-W #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED MI AS SHOWN IB DBL.2X8 LEDGER TO CMU WI 12" EXP. BOLT jI111111 8" CMU WALL AT i6" O.C.FROM NI REINF PER PLAN END W/MIN 5-1/2"EMBED. FLOOR DECK R L TIONIT1 i NAILING PATTERN it ) P LEVATIO PRE-ENGINEERED WOOD 2x4 P.T. CEILING 24" FLOOR TRUSSES (SEE NAILER WI FRAMING PLAN) MASONRY NAILS 12" O.C. 1X2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL 4 TO EXTERIOR WALL SCALE: 3/4"=P-0" 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN BLOCKING BETWEEN TRUSSES 2X4TRUSSES W/ 10d W O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (4)16d NAILS WHERE (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT INTO LEDGER AND 10d O.C. #8 WOOD SCREWS 2x4 BLOCKING @ EA. BRACE. NOTE: @ TOP OF FLR TRUSS BRACE W/ (3)12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) N STAGGERED UPPER PLY INTO 2x6 x 2" LONG O.C.; NI TOENAIL INTO TRUSS W/ 4) 1Sd ( STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS ST. TRUSS (DIAG. BRACE TO BELOW STAGGERED OFF D O CENTERLINE OFF 2x6; NAILS (� EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) COVER 5 TRUSSES) 3/4" AS SHOWN 2x4 BRACE (� 48" O.C. wl (5)12d 1'-4" MIN. FROM 2ND. FLR. FLOOR DECK 0'-0" TO 30'-0" (1) "X" BRACE DO LEDGER NAILS @ EA. END LINE 2x6 CONT. W/ (8)1 Sd NAILS BT. OF FLOOR TRUSS 39-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS "X" 8"CMU WALL TO CMU W/ il2" EXP. BOLT NI CMU Bd RING SHANK NAILS �OOBO MAX BT. 2X61S FOR WALL (1) BRACE DI CENTER "X" REINF PER PLAN AT 18" O.C. AND 8" FROM SHEATHING NAILER) (2) BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND FROM TO END W/ MIN 6-12" EMBED. 16d NAILS @ 8" O.C. MAX CENTER END. UPRIGHTS OVER 4A W HIGH P RELEVATION FLOOR DEC �/4" PER ELEVATION PER ELEVATION 1X2 FIRE -STOP (AS PER TRUSS ENG) 0 PLYWOOD SHEATHING, SEE s� oo SS = NAILING PATTERN "ROOFNJALL/FLOOR SHEATHING FASTENER SCHEDULE" �elfp(iw P R ELEVATION m� PER ELEVATION PER ELEVATION SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 2z4 P.T. CEILING 24" M PRE{NGINEERED WOOD FLOOR TRUSSES (SEE PRE{NGINEERED WOOD lx2, 2x WOOD FASCIA CONNECTION PER NAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN ) SEE ARCHITECTURAL TRUSS MFG. MASONRY NAILS @ 12" O.C. FLOOR TRUSSES (SEE FRAMING PLAN) SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-16 Q 2z SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES ®24" 0. REPAIR DETAIL I F BOND BEAM REQ. BOND BEAM REQ. 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" O.C. MAX. (VERIFY W/ TRUSS SECTION DETAIL 12' O/C AND APPROVAL SECURED W/ (2) 12d's Q MASONRY BOND BEAM EACH TRUSS TO EXTERIOR WALL Pam) AT PARALLEL /PERPENDICULAR SEE SCHEDULE 5 GABLE END PRE-ENG'D TRUSS SCALE: 3/4"=V-0" c PRE-ENG FLOOR TRUSSES 7 W/HIP RETURN 5°ALE:3l4"1`0" V SCALE: 314"=1'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT a PRE{NG'D WOOD SEE SCHED, BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) ® 24" O.C. &IN NOT SHOWN FOR CLARITY) MAX R ELE ION ill', I I FOR STRAPPING VERIFY ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK WI TRUSS PLAN TRUSS TO TOP PLATE SUM BOARD OR 1/2" HIGH W/ 12" DIA. ANCHOR BOLT WI 2" A - SIMPSON MTS12 TH CLG. BOARD 4x4/4x6 SYP NO.2 WASHER SET IN HIGH U <990 LBS W/ (14)10d TRUSS TO TOP PLATE w/ (2) r2X4 WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS, NAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2) SIMPSON MTS12 TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) tOd BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP z6 WOOD BEARING CONNECTION WALL WI SYP No2 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 112" GYP. WL. BO. :0: AND TOP PLATE ANCHORS W/ 10d x 1 12" COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2) 1 Od's @ EACH FILL ALL HOLES, DO NOT USE 10dx3" 12'k!7' WEDGE ANCHOR W/2" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED 70'-0" O.C. MAX. EPDXY 5-1/2" EMBED. MIN. @ 16" 1 O8 10b 1 oc OC MAX. SCALE: 3/4"=V-0" GABLE END BRACING W/ PRE-ENG %� GABLE TRUSS @ CMU WALL °' TRu38TOPOs7coNNECnoN A - SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. .. B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C - 2-PLYSIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS Wf (16) 1/4"x3"SDS, (1) 51&" A.T.R. TO HOU4 AND (10) 1/4" X 2 12" SDS TO POST TRUSS CONNECTION @ L.B.W. �� �,� 9b POST TOKMOONNECTION JG SCALE: 314"=l'-0" A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 518 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6" EXP. BOLT C -SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5M" A.B. WITH MIN. 7" EMBEDMENT TO SLAB 8 (26) 16d x 2.12" NAILS TO POST. 1441 N. RONALD REAGAN BLVD. ORLANDO,FL 32750 PH: 407.774.6078 FAX: 407-774-4078 wwwAbdasigngroup.com L AA #: 0003325 IF DRAFTING BY: A.B. DESIGN.GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134388.2828 likk FAX: 81"88-2802 BVHDIV. do LOT.il SILVERADO LOT #15 BLK #13 PROJECT# 03719,000-15131 IDI� 95-D GARAGE OWING: LEFT PAGE: DETAILS 150 MPH EXP. B Dw 10/30/20 BCALE: 1/4"=1'-0" aHEET S3.1B r I I q q s w OA&E.ENO HIP FCIOF F .1 ROOF WIND DESIGN PRESSURES NET IGROS5) ASCE 7-10 ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) "A"= 4'-O" 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 ill" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX 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 Q 4" O.C. EDGEWISE 2x4 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" 170,000 RING (16-2D RINGS SCREW SHANK PER INCH) Ed SCREW SHANK 2 112" 0,120" PNEUMATIC SCREW -NAILS i. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 €X7ERIOR BHEATHINO USE 1/2"CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O,C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES ., QJ Z O Z � w , Z = 2SQ U n J w O K . CZ=D . Z S ' z Z MI M TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. �\ RAFTER TRUSS ROOF SHEATHING killmmmm,l ��j s ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS . t>� 6" O.C. IN FIELD ` TO BE STRUCTURAL GRADE �-• Ed RING SHANK GUN NAILS 0 12" O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.6,•jN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS. AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 61n EDITION AC1318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 p9f 20 paf TOP CHORD -ro/Fmnanrent 10 p9f BTM CHORD-norFCO Trent DEAD LOAD DEAD LOAD 15 p9f TOP CHORD 20 pef TOP CHORD (7 Psf W/ ASPHALT SHINGLES) (10 pef w/ No GYPCRETE) 10 pet BTM CHORD 5 p9f BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10p9t BALCONY LIVE LOAD 60 p9f STAIRS LIVE LOAD 40 pef WIND: DEAD LOAD SPEED =150 MPH 3- SECOND GUST (ASCE 7A0 (FBC R2017) EXPOSURE B. RISK CATEGORY 11) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10pst, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pef, BALCONIES (EXTERIOR) AND DECKS: 40pd, GUARDS AND HANDRAILS: 200p9f, GUARD IN -FILL COMPONENTS: 50pef, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40p9f, SLEEPING ROOMS: 30pef, STAIRS: 4OW SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT, FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2.000 pef, 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. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMl1MAGGiEGATE SIZE SHALL BE YC. WOOD: PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3W. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, MER PROVIDE 44AL CONTINUOUS POLYETHYLENE VAPOR BARPoFR MEMBRANE UNDER ALL 9lP8S-0NCRIX#ID WHERE UJDICAIED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb= 1100 PSI AND A MODULUS OF CRAVINGS, SEAMS LAPPED 6 ACHES AND SEARED ETAPE. ELASTICITY = 1,400,DDO PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0,42 PCP FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED 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 FORMWORK. CONTAINS MORE THAN %' OF HEARTWOOD, EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6B1 EDITION. SEE NAILING SCHEDULE ON PLANS, WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2z STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP#2. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WELDED WIRE MESH, SHALL BE ASTM Al85, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI VVOOD TRUSSES: TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES, WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2• CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE *NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. REINFORCING STEEL: REBAR SHALL BE ASTM A815 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS, CONTRACTOR $HALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" #5 BAR - 30' #7 BAR - 42" PROVIDE 38' x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446. GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND TPVW`TCA BCSI 1• COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH 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 WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. 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 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE, TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT 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 WITHOUT THE APPROVAL OF THE ENGINEER, STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 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. 'SPECIFICATION MASONRY STRUCTURES" (ACI 530/ASCE 57TMS 402. BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER, ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE nn = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT RUNNING BOND UNLESS OTHERWISE NOTED, LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. ASTM C-478, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8' TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT, MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROAT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 8 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL - BE MADE BY THE GEO-TECH. ENGIN ER. E THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 K91 FOR ANGLES, PLATES, AND W-SHAPES, STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 XN. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy = 35 AM. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB, ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR BHAIl6UBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO OTHER BOLTS BE THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT, CONCRETE SLUMP SHALL NOT EXCEED 5"H-PRIOR TO THE ADDITION OF PLASTICIZER. INACCORDLL METHNDER NCE WITH THEBOLTSWITHWASH-NUTERS BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD, CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44 OR MEASURING, MIXING, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL, J-BOLTS ARE TO BE STEEL, CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SWILL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SWILL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPUANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR $HALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AEVORWEATHER 1-t/C FOR 06 AND SMALLER 2' FOR AS AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-1/2'FOR BEAM AND COLUMN PRIMARY REIWORCEWENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER AP U.TKN SIZE TYPE SPACING REMARKS APPLICATION SRE TYPE SPACING REMPRK9 I-TFURRNGTO CASE HARDENED COk GA DOOR FUCK 111"ON. TA­MABONiY TILT EMBED., 4• END DIST., MASONRYICONC. .111R'LONG. S" TO MASONRYIWNC. NO WASHER FASTENER CWC 1VCEDGEDL9T. D. AL. EXT. DOIXi9 SI Pi.9EE NOTES CA 11-ENEDCOL NAL 11/Z'LONG. B'O/C STAGGERED wIN00Wx100W FAeTENEO INTO MAECNRYICONC. GARAGE DOOR BUCK OM GNRYIWNC. TMETAL R'DIA.W 1WA9HER1 E%PANSroNBO.T 24'O'C <"EMBEDG4"fND DIST., 9'ED E019T. WMDO .. -HARDENfDGOI B'OIC OONexIIXe FASTENED STRAP To CONTACT THIS ENGINEER FOR SPACING T, SEE NOTE. NAL11z LONG. STAGGERED N-MVSONRY2 C. NASONRYIWI4O. REQUIREMENTS EXT.9WXVG DOOR)L199w. BUCK 2x PT, SEENOTEB ABNER 'TAPLCIA FASTNER 1C 0� ttlI EMBED.O'END. DIST., i1 EDGE DISi. NONbEAPoNC WJW WALL TO CONC.9LAe 1/Y' EXPANSION A"EMBED.PEM WI WASHER BOLT Z4 d0 DI9T.,T EDGE qST, L PT W'INOOW BUdt AF a21IC COC 4• END. DIST., 11? PT T09TfEL LOL., 9EF DIWI WASHER STAGGERED EDGE ..T. Non e I 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 NON OR THE SPACING DETAILED A80VE 8. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR 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. ORLANDO,FL32760 PH: 407-774-6078 FAX: 407-774.4078 www.abdosigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33S34 PH: S134 G-2628 FAX: 8134111*4802 aimnm SCTHDIV. As LOT: SILVERADO LOT #15 BLK #13 PROJ=T# 03719,000-15 acOD'N5-D GARAGE EWING: LEFT PAGE: DETAILS %150 MPH EXP. B DATE 10/ 0 8CJ►L.E: 1/�\ 1). >�9IiEET SN1 XU