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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) LINO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR PEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO, GAGE (0 ¢8 M SHEET STEEL 1 MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERI�A AND AVE 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 Y2-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 SURPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN Y2-INCH GYPSUM BOARD OR EQUIVALENT:-* SITE WORK 4 S TIMBER 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 1. ALL WOODS AND WOOD (CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL B. N.�TIONAL FOREST PRODUCTS ASSOCIATION: DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL I I NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION FINISH GRADES, PLANTING AND IRRIGATION. C. SOUTHERN PINE INSPECTION BUREAU: I, STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE D TRUSS,PLATE INSTITUTE: ARCHITECT. I NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN ''/z THE HORIZONTAL I ENGINEERED WOOD CONSTRUCTION GUIDE DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE 3. MINIMUM NAILING PER CHAPTER 6" WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. MINIMUM DIMENSION OF ANY', PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. PLUMBING 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. REQUIREMENTS. 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 Yi' AMAFLEX. 10. CONTRACTOR 1S TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. m WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. COUNTY BUILDING AND ZONING CODES 6. NO VENT STACKS SHALL (PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES, 7. SIZE AND LOCATION OF CLEA'NOUTS SHALL CONFORM TO SECTION P3005.2, 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903, DRAWING, 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. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITIClDEB, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION EXTERIOR WALL COVERINGS LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: R301;2(3); MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE "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 EXTERIOR FINISHES AGRICULTURE AND CONSUMER SERVICES." 1. WHEN PLASTERING WITH CEMENT, PLAS71�ER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. _-2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-Cl063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7:1. ALI_ STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING i 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 BEAQ DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS HALL BE INSTALLED PER ASTM-C1063- 11A AND R103.7. I FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLEAPACE UNDERTAIQS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED I I ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS, THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION' ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED! THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/CONTRACTOR'S 'PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION 7 THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. I REVIEWED FOR CODE Old PLIANCF' ST* LUC _ CI�U "Tr. I° I I OCC 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 svBDav Sc LOT: 1, CREEKSIDE LOT #66 PROJECT# o.0 04321.200/066ft MODEL: 4EBB "1828-CALL" ARAC;E S WINC;: LEFT PAGE: ) GENERAL NOTES �' 160 Ll,-P, C ARCHITECT- STATE OF FLORIDA MICH.AEL C. A�NC�EPSJ AR NO 17305 i•",4.rT ae .�^_�a "tih ..&-l�"i .. .:aN'r .Y P'Wt=4ay �, ] ]DATE: 10/17/19' SCALE: 1/4"=1' - O" SHEET WINTER ICE BARRIER FLOOD AIR MEAN DESIGN UNDERTLAYMENT HAZARDS a FREEZING ANUAL TEMP' REQUIREDh INDEX' TEMP? 42 NA SEE SURVEY NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBC R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.10B DBL. TOP PLATE @ �n BAR DETAIL ARCH DTL. B SGALE: 1/2 a I'-0' %NN't GABLE ROOf G,� 1 a ? a a 4 -a ......,,.gyp. `.h... ,... 1 0 4W' HP C*P�,, P`m'al is YFu #ale`:-, I w^ '-,0.4?`.i55"mi r E mum COMPONEW AND CLAODWO PRESSURE ZO E m Im C2) 3ID52-SH EGRESS ❑5 OR MAWNRY WALL 5Ws. HEIGHTS 10' -0' 12' -411 - 4 7 4 4 I 8'-8' BRCS. o 10'-ID' 10'-4' BRG. COVERED (A j SLANI A 6068 S.GD. ElI (2) 3052-5H -- ---- — DINING e LIVING ROOM ROOM al 81_CLCS 8 -a vcMl-y 2X8 B 4'-8C"3';gI-10"I m 6'_6 4'_4' 7'-5" N 6'-11" v ry N I C. --- V. W.I.C.17 I b36 @ I r — -- — — — ro V. C. I .-� �' i--- - s J .D i 0PTa - -- IR-ISH SINK b24 2 _g LAUNDRY KITCHEN 36 al _--- - R -1 81-V Cm S -8 ClA ao 2-8 2 .4 1 ___; —b36 RANGE PAN. ii�3 li — i — I n i �� �R:. .ARCH v `� ---G ci > V. IC. 1 �I '8 21-5'1 II'_01 0 0 AlI I r R A /' �� ,y.® BEDROOM #3 Im 3'-4' WH. � I 2ATTIC L ACCESS J 2�<6 WALL BOLLARD 0 II OND AS REQ I I ® a F� PER BLDG. ,n CODE I I B LAv. BATH #2 m GARAGE ft s1a 81-d. CLCs V. 2'-4 OWNER'S UITE W-8' CL& - } V.ry�rb m F OWNER'S BATH a'-s' CLG. 1 = 1 36'x60' SHWR. PAN W/ ENCL L_�AlL 1 hw�' m ❑ BED DOOM EN #4I 4 W-V CLCL 'Y Nrn 0tu A 11'-8" cq FOYER 30 6a / a I BEDROOM #2 36'X12' Im V_v CLG. F- TRANS. ENTRY---,y- u 8'-8' CLCL - ®. 16'-0'Xi'-ID1O.H D. — I EGRESS v, Ln III (V 0 Lh G� EN LA TO CMf0N II AID CLADDNG WILD LOADS BW MD EQ' %M FOR 3 SCiM GUSTS OPEMUiB AM TYPE SOUAIE FOOTAGE ZOPE 160 Af'H WIND MMBBriA(iCEI MIN. WINDOW GRITERIA 10 5 34/-45 EXTERIOR SWING -� — DR. MIN. CRITERIA 21 5 32/-42 SiS.D. MIN. CRITERIA 12 5 30/-3-1 �Mmg W70 D.H.D. 56 5 32.5/-38.0 1607ID O.H.D. 112 5 0.9/-34.44 F �.vm SOFFIT ..a N/A 5 31.6/-38.8 ROOF TILE N/A 3 -6829/ IF -5829 APPLICABLF �I BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.16 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED. (2017) R301.2.1 TO MEET TESTED ALIA'WABLE OR NOMINAL WIND LOAD VALUES FROM THE .PRODUCT MANUFACTURER. t DATA; t�El i v I _ r FLOOR PLAN " r SCALE: 1/4' = 1'-0' NOTE: @ -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. co - VERIFY CONDENSERTION WITH SITE PLAN. -OTHER OPENINGS THEGARAGE AND RESIDENCE SHALL --- - BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/S' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 3:N -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED ,N GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION cf) R VALUE OF R-13. m d -CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOLEKANCES. -OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET. U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS --- mum no s©m���mm ■ow��® ■OM M mm - - - - - - - - - - - - - - - - - - - - °oro o .� 2' all 6'3'-10' 3'-10 21'_41 41_4" 14'-0 39'-8' -®0 (%or 551 S. APOLLO BLVD.. SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.a bd esigngroup.com AA. #: 0003325 W ran Q4 0 w 4 a q rw.. I � I q 7 m g LuI. W 1 SUBDIV. & ET. �i CREEKSIDE LOT #66 PROJECT# 04321.200 066R1 ODE' 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: FLOOR PLAN �I 15 160 _VIPH EXE, I 4 A.MFE`I`- �..�9Ta�e_��o- MAR 13- 2.020 NA(NHAEL C. ANDERSON '3 NO 17305+` PRINT 10 17 19 DATE: / / SCALE: 1/4"=V-0" SHEET Al Planning & Development Services Department Building & Regulations Division Product Review Affidavit FL # or Miami -Dade FLORIDA PRODUCT REVISION EXPIRATION Product Model # Manufacturer Glass Description ' Method of Attachment Building Design Product Design APPROVAL REVISION DATE Pressure Pressure 1/4" concrete screw 6" edge distance @.head, 4" edge distance @ Iamb, 4" each side of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and jamb. FL5891.2 R6 12/31/2021 Swing door Smooth Star Therma-Tru N/A Min. embedment of all anchors to be 1 1/4" (+36) / (47) (+67) / (-67) Type 1: 3/16" or 1/4" ELCO Uhracon anchor 6" max. from corners, 11 3/4 o/c at jamb, '. 16" @ head. 1 1/4" embedment. Type 11: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners, 7 1/ o/c at jamb, 10 1/4" @ head. 1 1/4" embedment. Two additional tapcons mids�an and one at lower frame required vertically each side. FLIR03.1 R13 4/30/2020 SH Window Ply Gem 1500 Ply Gem Non Impact Install per manufacturer recommended requirements. (+38) / (-48� (+50) / (-50) Type 1: 3/16" or 1/4" ELiLO UI'tracon anchor 6' max, from corners, 14" o/c at jamb, 10" @ head. 1 114" embedment. Type 11: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners, 8 112" o/c at jamb, 6" @ head. 1 1/4" embedment. Eight additional tapcons top and bottom required horitontally, one midspan vertically each FL}§J00.1 R6 6/30/2020 Vertical Mullion Ply Gem 1500 Ply Gem Non Impact side. Install per manufacturers recommended requirements. N/A N/A Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 16" @ head /sill. 1 1/4" embedment. Type 11: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max, from corners, 8 1/2" o/c at jamb, 10 1/2" @ head / sill 1 1/4" embedment. Five additional tapcons top and bottom required horitontally,two midspan vertically FL16104.2 R5 11/30/2022 Fixed Window Ply Gem 1500 Ply Gem Non Impact each side. Install per manufacturers recommended requirements. +38 ( ) / (- 48 ) (+SS) / (-55) 1/4" concrete tapcon anchor. 2 1/2" minimum edge distance. 6" max o/c from corners Builders Series 4780 w/ and 20 3/4" max o/c elsewhere top, vertically and bottom. 2 1/2" min embedment. FL14634.1 R4 12/31/2022 Sliding Glass Door Sill Riser Ply Gem Non Impact - (+33) / (41) (+50) / (-50) 1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each side of transom centerline to bucking. Fastener spacing @ 15' o c max. @ head and jamb. FL20461.17 R4 12/31/2021 Opaque single Smooth Star Thermo-Tru N/A Min. embedment of all anchors to be 1 1/4"_, (+36) / (-47) (+47)/ (-47) door with transom Double Garage 3/8' x 2-3/4' Hild sleeve ancF�ors 6" from ends 22" O/C FL16107.3 R10 12/31J2020 Door 16.2x7 73 W6 Clopay N/A (+29)/(-35) (+36)/(42) Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia. heads, long enough to penetrate through-plyvdood'or 3/4"into boards. Use 4 nails per shingle placed 6-1/8" above the butt edge, approx. I" and 13" from each end and 1/2" FL7006.1 R10 12/31/2020 Roof IKO Cambridge N/A above each cutout. Drive nails; straight so that nail head is flush with, but not cutting (+36) / (47) N/A into shingle surface. Miami -Dade approved corrosion risistant tin caps and 12 ga.1-*/4" annular ring FL15216.1 R6, 12/31/2020 Underla yinert Rhino U-20 Interwelo N/A shank nails spaced 6"O.C. at 11 laps and three staggard rows fastened 12" O.C. in the (137) (PENDING APPROVAL) field. ! N/A Position Vent Flange beneath loosened shingles aligned w/ deck opening. Apply ASTM D 4586 or ASTM D 3409, Type 11 roofing cement/mastic-to the Lmderside of the vent flange at both the inside and outside perimeter antl`to continuously surround and seal the flange. Slide the top and A es of the vent underneath the shingles and allow the bottom flang op oft shirrgles: Attach the vent with galvanized or stainless steel roofing nails, having a min 12 ga shank, min 3/8" diameter head and sufficient length to penetrate through the sheathing (ring shank nails shall be used in OFF -RIDGE VENT WITH the HVHZ). Nails shall be located 1" from the edge of the flange and 8"O.C. along all FL16918.3 R2 9/9/2026 Off Ridge Vent BAFFLE TAMCO N/A four sides of the vent. All exposed fasteners shall be sealed with roofing N/A N/p, cement/mastic. all loosened shingles shall be adheared down with roof cement/mastic. Refer to and follow ALL Manufacturers installation instructions. AOR is not responsible for Errors, Omssions or interpritations of this Installation Method. Apply Roofing Sealant on all seams inside the Roof Lollar. Apply Roofing Sealant -� along all (4) sides of the bottom of the Vent Flashing. Install in location under shingles to roof deck. Fasten Base Flang to Decking using 1 1/4" Ring Shank Nails. Fasten Base Flange w/(1) nail pa corner @1" from edge. Fasten each Side of Base Flange using (3) nailes spaced:nominal 5" apart and 1" from edge. Fasten Top and Roof Vent Bottom using (3) nails spaced a nominal 5" apart and 1" from edge for a total of 22 FL3792.4 R11 8/16/2021 (alternate) 770-D Lomanaco N/A nails. Seal all seams and nail heads and loose shingles. Refer to and follow ALL N/A N/A Manufacturers installation instructions. AOR is not responsible for Errors, Omssions or interpritations of this Installation Method. AOR is not responsible for Errors, Omssions or misinterpretations of this Installation Method. FL24161.1 NONE 12/31/2020 Soffit Variform Soffits PlyGem N/A FL24161.1 (+31.6) / (-38.8) (+77.0)/(-73.6) 1/4" x 20 stainless steel r ELCO Panelmate with minimum embedment @ 1 3/4" in FL16293.1 R2 12/31/2019 Hurricane Panels 24 GAGE Hurricane Storm N/A concrete / masonry, 2 1/�1' min. edge distance, 12" o/c max. spacing. Can be headed Less than 6' span panel MFG, screw or all thread but with wing nuts. N/A + or- 20 ps.f. 1/4" x 20 stainless steel ELCO Panelmate with minimum embedment @ 1 3/4" in FL16293.1 R2 12/31J2019 Hurricane Panels 24 GAGE Hurricane Storm N/A ..o11r concrete / masonry, 2 1/q" min. edge distance, 12" o/c max. spacing. Can be headed 6' span or more panel MFG. screw or all thread but with wing nuts. N/A '+ or - 20 p.s.f. Install per manufacturers r commended requirements. FL17147,1 R4 6J27/2020 Zip System Sheathing Wall Sheathing Huber N/A N/A N/A 551 S. APOLLO BLVE SUITE 202 MELBOURNE, FLORIDA 3 PH: 321-802-3591 www.abdesigngroup.c AA #: 0003325 a t i; x t 1 d j � 3 i r? p BUBDIV. & LOT: ST LUCIE COUNTY MASTER PA PROJECT# ID r MODEL: EXPRESS SHINGLE GARAGE SWIIFG:M� PAGE: n s ,i MPH EXP. C ARCHITECT STATE OF FLORIDA MQ 13, 2020;� si `HAEL G ANL'SERSON AFi NO 17305 PRINT 3/9/20 DATE: FILE 0 SCALE: 1/4" V-0" SHEET PAS CONTROL DATE 33.20 i L a • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR No. 17305 A.B. DESIGN GROUP, LLC 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 Tel: (321) 802-3591 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR IRONSTRUCTION LARIFICATION. B DESIGN GROUP' WILL,RESPOND TO ALL WRITTEN FI's IN WRITTEN/DRAWN FORMS IN A TIMELY ANNER. AB DESIGN GROUP TAKES NO ESPONSIBILITY FOR INTERPRETATIONS OF ONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE EEN GENERATED FOR UNCLEAR ASPECTS OF THE BASED ON THE DRAWING SET. 99", 0 0 o 2 8 1430 CULVER C>RIVE NE, PALM BAY, Ft' 32907 DESIGN CRITERIA: • FLORIDA BUHDING CODE; RESIDENTIAL, 6TH EDITION (2017) •ALL LOCAL AND STATE CODES • OCCUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB • MIN. INTERIOR FINISH - CLASS B • BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH *EXPOSURE — C -I—STORY RESIDENCE — •2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES SQ.FT. CALC.'S LIVING IS16 SQ. FT. GARAGE 430 SQ. FT. ENTRY 16 SQ. FT. LANAI 80 SQ. FT. TOTAL 2442 SQ. FT. A/C VOLUME 16477.6 GU. FT. Tel= (321) 733-7092 ABBREVIATIONS ABV. ABOVE A/C AIR COND ADJ ADIUSTV11TIONING LIIM. A I_T_ AI TFRNA'lf .N1.C. \MP. AMPERA( MFR Pr MIN. BD. BOARD M:L'_ CL CEN TER LI NLS MTD. CAB. CABINET MTI, CLG. (THING N3,S CLk_ CI FAR O.C. CONC. COM REU PI. CPT. CARPET P. 13. CT, CERAMIC TR T PH. D. DRYER PLT_ DBL. DOUBLE PLY N'D. D.G. DUAL GLAZED Pk, DIA, DIAMETER P_T_ DIM. DIMENSION R. DISP. DISPOSAL RAD. DP_ DEEP RAG_ DR, DOOR REF_ D.S. DOWNSPOUT RAF DFF DETAIL D.W. DISHWASHER SC. EA. EACH S.D_ E.LEV, FL.EVATION S H_ FQ, FQITA]. SHT. FXH_ EXHAUST SHTHG. FXE EXTERIOR SHWR. F G_/FX . FIXED GLASS S1. FG_ Ft EL GAS SL:. FIN, FINISH SL. GL FLR. FI OOR STD. FLUOR_ FLUORESCENT SWS FR, DR_ FRENCH DOOR FTG. FOOTING TEMP. G4. GAI iGE THK GAR DTSR GARBAGE DISPOSAL TO.A C. FJ GROI1ND-FAIITT CIRCIJTT T.O.P.' INTERRUPTER T.O.S.1 GL. GLASS TYP. GYP. BE. GYPSUM BOARD U.N.O. H.B. HOSI: BIB H.C. HOLLOW CORE V.P. HDR. HEADER W. HGT. OR HT HEIGHT W/ INSTIL. INSITLATION WD. TNT_ INTERIOR WDW W/H W.1. Fax: (321) 733-7972 REVISIONS LAVATORY DATE I DESCRIPTIF- 01/26/I8 1-11MINOU4 MTDICINE CABINET CO'S ISSUED MANUFACTURER MINIMUM 01/15/18 2011 FBC UPDATE .METAL THRESHOLD 01116AB CD'S RE -ISSUED MOUNTED MFTAI_ 02121AB SIDING ELEVATIONS ADDED NOT TO ER ON CFNTC CO'S RE -ISSUED 03/26/18 PROPERTY 1 INS PUSHBUTTON 04/10/18 FOOTING REVISION PER M. BOWES PHOM PI.,\TE 06/11/0 CD'S RE -ISSUED PLYWOOD 02/19AS ADDED CURELESS FOOTER AT GARAGE DETAIL (FORT MYERS) PAIR PRESSTTRP. TREATED 02/22/19 PLAN MAINTENANCE RISER RADII IS 03/28/19 REVISED LINTEL SIZE AT FRONT ENTRY DOOR RETURN AIR GRILL RLFRIGFR\TOR 04/24/19 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON (MELB.) ROOM 04/24/113 REVISED HVAC VOLUMES ON SOFT CALC SCHEDULE (MELB.) ROUGH OPENING SOLID CORE EXT DR 0642A9 ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/51.1A (ORL) SMOKF DFTECTOR SINGLE.ITT TNG 06MA9 ADDED LED LIGHTS ® KITCHEN 4 BATH PER MARK BOWES SHEET IE.A SI THNG 01A9/19 ADDED STONE OPTION ELEVATION C < D (TAMPA) SHOWER SIMILAR 09/I1A9 ELEVATION 'G' SIDING -ADDED LOUVER 0 GABLE ROOF SLIDING SLIDING GLASS STANDARD SHEAR WAIT, SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB .. TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON INDEX OF DRAWINGS ARCHITECTURAL SHEET # PG CS -COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN PG A2C-ELEVATION "C" PG E1-ELECTRICAL PLAN PG P1-PLUMBING PLAN PG M1-HVAC PLAN PG D1-DETAILS PG D2-DETAILS PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS STRUCTURAL SHEET # PG S1-FOUNDATION PLAN PG S1.1A-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S3-FRAMING PLAN PG S3.1A-DETAILS PG S3.113-DETAILS PG S3.11C-DETAILS PG SN1-DETAILS PG PAl -PRODUCT APPROVALS DESCRIPTION 2ob2 00_ 3 REVIEWED FOR CODE COMPLIANCE ST. LUCIE CO TY EOCC DESCRIPTION 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W r4 Chi roo �7 O F 0. Chi W 4 F A F; ti SUBDIV. -LOT: CREEKSIDE LOT #66 PROJECT# 04321.200 066R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: COVER SHEET 160 MPH EXP. C 00 ARCHrrECT- STATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDERSON AR NO 17305 J `i` AN ` DATE: 10 17 19 SCALE: 1/4"=1'-0" SHEET c s 'GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) .AND IN CONJUNCTION WITH ASCE 7-10. 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. 3 DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. w THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED: 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2: AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS: 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 1 % 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAOE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 -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 1/2-INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/z THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6, COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE!PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING, 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TE'RMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT 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. AMERICANIINSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS, 4. NOTCHING OR CUTTING OF!IFRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR 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 F1960FITTINGS, 3. CONDENSATION LINES SHALL BE MINIMUM W PVC (SCHEDULE 40), INSULATED WITH 1/2" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6, NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903, 9. THE PLUMBER IS TO DIVERT ALL: VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE` WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED,` PROPORTIONED AND MIXED] IN ACCORDANCE WITH ASTM-C926 & 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-C1063 -11A 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 E; ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND w FOR CONSTRUCTION OBSERVATION, EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/ 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 fl, 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . I CONTROL ELM I F*: 97/23/19 (CM) 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com :4 #: 0003325 IJBDIEV. 8c 1161,31 CREEKSIDE LOT #66 PROJECTS r; 04321.200 066Rl MODEL: 1 ;r 4EBB "1828-CALI" I .. G AGE SWING: Yl'I LEFT GENERAL u NOTES r �a 6 �01MV I FllI T p MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 10 17 19 E: SCALE: 9FIEET IVO ka fllll L! " Ivu . n GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM SNOW SPEED TOPOGRAPHIC DE SICsN WEATHERING° FROST LINE TERMITE° LOAD (MPH) EFFECTSk GATACaORY` DEPTHb w NA 160 G NA INEGLIGAIBLr= I NA I VERY HEAVY k WINTER ICE' BARRIER FLOOD AIR MEAN DESIGN UNDERTLAYMENT HAZARDS s FREEZINg ANUAL TEMP ° REQUIRED" INDEX' TEMP 42 NA SEE SURVEY NA NA FLAME.SPRE,AD AND SM0KE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN. ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBG R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R3m2.10.1 THROUGH FBC R302.10.5 10'-011 12' -4„ _41 7_411 4Y - e ° I- 31-4' 161_011 I 101-011 I 10'-411 j COVERED LANAI EXTERIOR MASONRY WALL 5111 HEIGHTS 1171117111 8'-8' ERG. BRG. II'-411 BRCS, SQ.FT. CALC. S LIVING GARAGE ENTRY LANAI Ill 60. FT. 430 SQ. FT. 16 SQ. FT. 80 SQ. FT. TOTAL 2442 60. FT. A/C VOLUME 164-1 CU. FT. 8'-8' CL11 I COMPONENT AND CLADDING WIND LOADS r (2) 3052 -SH I I BASIC WIND SMURE FOR 3 SECOND GUM )' EGRESS 6(d68 SirsD. (2) 3052-SH J J _ — — — GJ AND TIME FOOTAGE oraNQS ZONE 16f1 MPH wID NO RBWicS MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 21 5 32/-42 II MIN. CRITERIA S.G.D. MIN. Iwo 30/-37 LIVING CRITERIA _, c0 OWNERS - DINING e ROOM SUITE ROOM `_r u,� _ 5010 O.H.D. 56 5 32.5/-38.0 8'-8' V-8' CLG — 16010 O.H.D. 112 5 30.9/-34.4 ° 2X8 _- N a SOFFIT N/A� 5 31b/-389 I� `r AI 0 -6829/ ROOF TILE N/. 8'-0ll 41 8 �� -lm"I� m 6 -6" 4' 4" T-5" 6' I1" 3 -5829 APPt...?�1 C ILA N BASIC WIND SPEED :MPH = 160 (Vult) INTERNAL I V-- OR PRESSURE COEFFICNNT = f 0.18 BLDG. CAT.=II, j ry� 0 EXP.=C, MEA-k ROOF HT. = 15'-9° m - WG. _IR-1SH PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED. OWNER'S ry'� —N --- i C.___ ____ ------ (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR BATV• b36 I NOMINAL WIND LOAD VALUES FROM THE PRODUCT a 8'-8' cLG 8`W.L.C• COl DATE: ONMANUFACTURER. Fj - -- AWN J L i �Fj i r- `=' IV -All SHWR. PAN -SW IR-15H SINK .0 21 -511 ii 31 0111 IllENCL --- KITCHEN al DBL. iRisN -- I i a LAUNDRY 8 -e Cm z-e L TOP i AL i i0 i 8 -8 CLCs N _ PLATE 0 F 5'-8" 6' 0 B b36 RANG(= PAN. N ry I i i Al O( _ `r 8'-8' CLG 'n n y� O 3-SH I i iQ--.� i � — — C� BEDROOM #4 / ARCH v DEN loolI o I p N� vl�1l V111IC m rl 'd` cD II'-81I I 8 4,_ II 3l-4"0 3'-6" v 2' 8" 11'-0„ TO k — 015 I = I toIL cqw Mill R A �'� ? i I rym BE8 800M #3 i� ry T. ro --- -- 3 _g 6 _g° 5l_411 WH. _ (J� - Q 22'x54' l ry,V n ATTIC I ^ O A L ACCESS U C. B LL RD OND AS REQ. e .._ PER BLDG. m I I A a M 551 S. APOLLO BLVD., SUITE 202' MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesighgroup.com AA # 0003325 N� �,• I a I � CI d = w w U 1 w 0 F 4 U w A f F a I C: SU39DIV. 8a LOTMMMMOMEMPOo `�I CREEKSIDE LOT #66 s ]PROJECT* 04321.200 066R1 MODEL: "1828 BB LI„ AOR AGE SWING: LEFT Y s- uuii Al Q � �e o i M.a....,; CODE a m. ....... _ _.:3 �. BATH #2 w �' � � SAGE: i I I 8-8 CLG D11"1. VARIES FLOOR �� F G. a.:. AR _ PLAN L 8-8 ACa `I 2 4 r i V. CABLE ROOFSFOYER a 60 MPH EXP. C s®6s Ill BEDROOM #Z I U TRANS. r;..a ...... .. { a AENTRY IL I ? a n .. _— B SACARLEC: I/H2 = I-0D TL. mMEGRESS 3 ... ----------- — — — — — — L - _ .: '16'-mll II 3'-10" 10 -2" GABLE ROOFS 21_I FLOOR PLAN Rl 10 (3�a a° HIP ROOFS i 21'-4" 4'-41I 141-011 SCALE: I/4' 1'-0' IT (Is NOTE: �`. PD;P_;TE. T 10 17 19 ' 39'-8" -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID C% ' / /DOOR W/ RETURN PLENUM AND RETURN AIR G E: 1/4"=1'-0"k��<:: i i „�a>. ,it„r, a.VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL��CLU ED )U#I1 2 BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' C35 N CIN�(3a�Ii�'t' AN CLADDING PRESSURE ZONES MM) IN THICKNESS, SOLID ORHONEYGOMB-CORE STEEL DOORS NOT THI 'MIT SS FIFE - RATED THAN 1 3/8 C35 MM) THICK, O 20- R MINUTE FI T j � RA ED DOORS. BAR DETAIL A SCALE: 1/2'=I'-0' 4' FREIZE L- BAND 6 6 A I-4CsT- OPT, COACH L ICxHT 0 9 A 0 -0" FIN.. FLR. 8'-5' E5RG. HGT 0'-0" FIN. FLR. 0'-0 FIN FLR.$ _ �imaw, 9UR ■I ICI III � ' I� ■� ICI ICI FRONT 0 O TEXTURED NOTE:• - - - RR-103.4 I�6 12 6� I IE A3 11 /T II v R„ SHINGLE ROOF DECORATIVE FOAM DRAIN TILES 6' RAISED BAND CTYPJ BRGz 1-IGT. HGT. I6'X60' FYPON DECORATIVE 4B 4B I-IUTTERS OR A A QUIVALENTI I ITY , III II 4 RAISED L—_J ICI BAND CTYPJ -- oO'-O FIN. FLR 0 -0" FIN. FLR. OFF RIDGE VENT OFF RIDGE VENT ------�k-'k-------------- ---- LIEPT ELEVATION SCALE: 114 = P-0' TEXTURED FINISH OFF RIDGE T OFF RIDGE VENT u� r N I - — - — - — - — - — - — - — - — - — - — - — - RIGHT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH 1�6 fl 4B A TYP. 5'-8" BRCS. H4GT 4B key TYP. --------- - I - Y0'-0" FIN. F�F,,._ REAR ELEVATION SCALE: 114 = I'-0' TEXTURED FINISH ,T. o0'-011 FIN. FLR. MODEL 1 .CALI.4EBB — — AREA OF ATTIC _ __ ....._._.___..,.. ' 2450 SQ, FT. NET FREE VENTILATION AREA REQUIRED 1/ 300 REQUIRED VENTILATION AREA = 2450 /300 8.17 SQ. FT. 8.17 1176 SQ. IN. MI N. REQUI RED VENTI LATI ON .4X 1176 IN; UPPER PORTION OF ATTIC = 470.4 SQ. IN. (BALANCE TO BE PROVIDED IN SOFFITVENTS) OFF RIDGE VENTILATION AREA _-138SQ. IN. PER VENT (net free area) 12 i TOTAL#OF VENTS REQUIRED 3.41 �6 TDTAL#OF VENTS PROVIDED _ q - - SOFFITNENTILATIONAREA 7 SQ, IN. PER LINEAR FT (net free area) 12 LINEAR FEETOF SOFFITREQUIRI 67.20 A3 01 - — 0 ■ 4B I TYR I I r II 551 S. APOLLO BLVD., SUITE 202 ELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 �I CREEKSIDE LOT #66 t L k PROJECT# 04321.200 066R4.r' ODEL:, 4EBB "1828-CALI" a GARAGE SWING: LEFT PAGE: ELEVATION "C" i L� B " ARCHI-I ECT: ; STATE OF FLORIDA is oct-f MICHAEL C. ANDE 05 'PRINT DATE: 10/17/19 00 SCALE:1/4"=1' 0' SHEET 1p 0\ _ i ELECTRICAL LEGEND SYMBOL DEFINITION NOTES __e 125v OUTLET 20 AMP SNGLE POLE 110V OUTLET III OUTLET 1/2 OF OUTLET WIRED TO SWITCH 110v OUTLET EQUIPEDWXxIQNDGPI INTERUPIER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION TERPROOF T GFI OUTLET INTERRUPT RAUL SWITCH SWITCH 3-WAY OPER - �4 SWITCH 4-WAY OMR. 1-0 WALL MOUNTED LIGHT CEILING LIGHT © LED CLG LIGHT OVP VAPOR PROOF LIGHT O_ RECESSED CAN WALL SCONCE PRE -WIRED �7 VENT. FAN I CFM PER Sa FT. VENT. FAN W/LIG4T 1 CFM PER Sa F7. VANITY LIGHT FIXTURE' (SPEC'S TBD BY BUILDER) ®FLUORESCENT 4 X2' LIGHT 2-BULB WRAP A ROUND (RECESSED) ® FLUORESCENT R!ES LIGHT 2-BULB WRAP AROUND (SURFACE MNT-) 2'FLUORESCENT ' 4' FLUORESCENT 4� 4' TRACK LIGHT a0 a PANEL own METER BATT. BACK-UP OSMOKE S.D. DETECTOR W/ HARDWIRE WALL MOUNTED GATT. BACK-UP SD. SMOKE DETECTOR W/ HARDWIRE BA1T. BACK-UP W/ ® S/Co CAROM PIONOXIDEd SMOKE DETECTOR HAS LATER -CONNECTED COM®O SHALL BE A DISTANCE OF NOT LESS TEEN 4' FROM WALL PENDANT LIGHT LIB NATURAL GAS fY OUTLET ► TELEPHONE JACK WATER HEATER IGNITION SOURCEj� TO BE ELEVATED DISCONNECT AIR CONDITIONING DISCONNECT TY TELEVISION JACK CEILING BOX REQUIRE OJ-BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRE TO BE SUPPORTED IN CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION �nnn 24' INCANDESCENT LIGHT STRIP nno 36' INCANDESCENT LIGHT STRIP o�on000� 40' INCANDESCENT 0 LIGHT STRIP FLOOD LIGHT OPT. SECURITY KP KEYPAD HE PB. PUSH-BUTTON FOR CHIMES 0-� USB PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 6TH EDITION (2011) 4 NEC 210.12 2014 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT N PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CrM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI501-5 FBGR 6TH EDITION (2011). • LAUNDRY ROOM RECEPTACLE 844ALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 61H ED (2011). • ALL WORK TO COMPLY WIT4 ELECTRICAL PROVISIONS OF THE FBCR 6TH ED (20111 • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER P.B.C. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011. 6S.h EDITION R404.1 0 S ITEM S r- COVERED LANAI CEILING MiD. LIGHT TO BE INSTALLED, F'ROVIpE PRE -WIRED J-BOX FOR / CLG FAN OPT. FAN j� I ' DINING I a ROOM I e LIVING m ROOM �/ \ 6'-6' \\ \ PRE -WIRED PRE -WIRED \ \ CLG FAN CLG FAN \\ 1 I 7107 / L !! I � � �SWITGH IN- 1 - \\ i6 CABINET - ,{/ I ���\ GFI 1 l�J; 0. 1\ GFf I BATH GFI L L GFI YW.I.C. OPT. - / r REF I I4 DW SINKS - OUTLET \ \ / - 1� " "P '' - J AUN. GF� DW KITCHEN Q GFI ""�_ �'`' PAN. - _ _ RANGE / GFI GFI BDRM. #4/ DEN HOOD WIRE W/ =i 'I OUTLET FOR SD \ I FUTURE MICRO - - / M.#3 5/CO BD O � PRE -WIRED / CLG FAN A R I V / RA I /' -- _ PREWRED WH 6GFI GFI CLG FAN 44'AFF. 844'AFF. � I S.D. - - _ / P.B. FOR I O (jj) - � GARAGE =E / CsFI BOLLARD COND, AS REQ. PER BLDG. WALL MOUNTEDrm —Jo CODE LIGHT W/SWITCH IN ATTIC I ® BATH #2 314J / I S/COI - GFI / \ CLG. \ s METE Q OUTLET KEYLESSFILD VERIFY IQ- FIXTURE F \\ BDRM #2 LOC. IRRIGATION OUTLET s 48' AFF. / GFI GARAGE ENTRY - 1 r ' ' I \ PRE -WIRED _ \ CLG FAN I \ P.B. FOR CHfMES � -----------------------�/' OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' = 1'-0' - I I I I � I I I I ° LED LIGHTING @ DOUBLE LAV. OWNER'S BATH 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A ELECTRICAL MATERIALS AND NSTALLATIONS SHALL CC1'MPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6LH EDITION (2011). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPA TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 @I COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. LED LIGHTING @ SINGLE LAV. ® BATH 02 PROVIDE 362/0 CU, THLLN •PIS CU IN 2' CONDUIT OR 3 04/0 AL, T14UN • 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT ■ oVFvueNir. I COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE 150A/2P EN� E SERVIC EQUIPMENT INTERSYSTEM BONDING TER914AL AT LOW VOLTAGE CONNECTIONS 150 AMP D/140 VOLT I PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 •4 Cl, SERVICE GROUND CONNECTED Tw CONCRETE ENCASED FOOTER STEEL PER ELECEDITE PROVISIONS OF THE FBCR 6!H �+O 5/8" PIA X IS FT LONG COPPER CLAD GROUND ROD 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W W w O F G W Ell q ST BDIV. 8e LOT: CREEKSIDE LOT #66 PROJECT# 04321.200 066R1 MODEL: 4EBB "1828-CALI" GARAGE S VfMG: LEFT PAGE: ELECTRICAL PLAN 60 MPH EXP. C ARCHrrECT-. STATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDEFtSON AR NO V305 DATE DATE:: 10 17 19 / SCALE: 1/4"=1'-0" 1 SKEET EI 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W Di W V W 0 y4 U W O F A ti MOM 8c LOT: CREEKSIDE LOT #66 PROJECT# 04321.200 066R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: PLUMBING PLAN L60 MPH EXP. C ARCHITECT STATE OF FLORIDA Akklul-� OCT 17 2019 MICHAEL C. ANDERSON 14 AR NO 17305 o r DATE: 10 17 19 SCALE: 1 /4"= l' — 0" SHEET In�ln u iI i -- -1 5' i1.1 12XI2 12XI2 LIVING ROOM 10X6 120 CFM OWNER'S U SUITE 6 ____„_,_ BRKR G.U. 35 A.1-I.0 35 REF LINES 3/4" i 3/8" HVAC PLAN SCALE: 1/4 = V-0' R—VALUE SCHEDULE FLOOR SLAB ON GRADE R-0 EXTERIOR WALLS CMU - INT INSUL R-4.1 FRAMED WD - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-30 1 F W h w 0 F 0. iJ w q F A E4 SUBDIV. 8e LOT: CREEKSIDE rta LOT #66 3 PROJECT# 04321.200 066R1 MODEL: 4EBB "1828—CALI" fir' ARAGE SWING: LEFT HVAC PLAN 1IC MPH EXP. C PRINT 10 17 19 =1' — 0 _ slFIEET PER FLR. PLAN 1/2' CLG. 1 1/2' DRYWALL SECURE BT. — PLATE To SLAB W/ 10d MASONRY NAIL A 32' O.C. MAX I 0 0' FIN. FLR. nVA T/==I AT= JSS 2X4 WOOD STUDS s24' O.C. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUM51NG FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16" O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.C. TYP. INT. WALL (NON- B RG. SCALE: 3/4' = I' -O' -" DI/A. SLEEVE, O NOT CUT E If BOND BEAM SOLID GROUT W/ (I)- *5 (2) COURSE 2AIPIPE THROUGH BOND BEAM D 1 SCALE: 3/4" = I'-0" _- -CAULK AND REAL \ `GAS LNE O NOT CUT I I- Pvc SLEEVE FOR GAS LINE 4E BOND s, cm EAM EBARS 10°D BASE FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC OVER 030 FELT PAPER R SYNTHETIC PRODUCT, INSTALLED OINSTALLED PER SECTION R505.1.1 PRODUCT, PER SECTION INSTALLED ReO5.1 ON �' O.S.B. SHEATHING OR CDX PLYWOOD ON �6,' O.S.B. SHEATHING 5/8' GYPSUM BOARD SECURED PER O OR ' GDX PLYWOOD R 1/2' HIGHcTa�i�Ti .-i FASTENER SCHEDULE SECURED PER i�i.�a n C�G- FASTENER SCHEDULE BOARD REFERENCE - - ELEVATION STRUCTURAL PRE-ENG TRUSS t SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRE-ENG TRUSS REFERENCE STRUCTURAL MTL. DRIP EDGE MTL. DRIP EDGE 2x FASCIA PER m, TY=. , �PER ELEVATION - 2x FASCIA PER ELEVATIONS o.µ. ELEVATIONS VENTED SOFFIT �R-4.1 INSULATION VENTED SOFFIT WINDOW ATTACHMENT — AS PER MANUFACTURES r— SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS ® 24' O.G. 1/2' ''HICK, 2 COAT PORTLAND CEMENT TER 1/2' THICK, 2 COAT PORTLAND 1/ C2' GYP. - DIRECTLY To MASONRYAPPLIED CEMENT PLASTER APPLIED 1/P. WL. BD - DIRECTLY TO MASONRY �— WOOD BASE 0'-0. FIN. FLR _ I''� _ 0'-O' FIN. FLR H W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: PER SECTION 905.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A 4 1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM D1 SCALE: 3/4'=1'-O' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D22ro TYPE II, ASTM D 4869 TYPE IV, OR ASTM D ' 6757 2B GAS LINE THRU BLOCK D1 SCALE. FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON �&' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE I-m' /TO "P. MTL. DRIP EDGE .N. 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 8' CMU 1/7' THICK, 7 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALv.STEEL— — APPROVAL REQ. VERTICAL TRACK „ BY MAUF. S FASTENED TO R TRACK BRACKETS W/ PRODUCT APPROVAL REG. CORNER BEAD a, Cm SEE STRICTURAL FOR REIPEORCEMENT 2x6 P.T. UID ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL RECL SEALANT BACKER ROD WEATHER STRIP MOULDING ALL AROUND (BY DOOR MANUF.) OVERHEAD DOOR BY OTHERS 3 ) GARAGE DOOR JAMBS D1 SCALE: 11/2"=1'-0" 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS ---N STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS 4PER ELEVATION T CONT, 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR — INSULATION R-VALUES PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' — HIGH STRENGTH CLG. BOARD ti W/ WINDOW OPENING R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS o 24'O.C. 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R9105.1.1 N �j,' O.S.B. SHEATHING OR j' CDX PLYWOOD SECURED PER ra° FASTENER SCHEDULE TYP MTL. DRIP EDGE o.N. 2x FASCIA PER ELEVATIONS li VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER C STRUCTURAL DETAILS 1/2' THICK, 2 COAT F'ORTLAND CEMENT PLASTER APPLIED CIRECTLY TO MASONRY 1 _ OL V-0' FIN. FLR TYP. WALL SECTION l' NO OPENING 1-STORY GABLE BLOCK WALL SCALE: 3/4' = I' -0' 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 r W W V w 0 F �0. U W 4 r A r~ ti ISU13DIV. 8a LOT: CREEKSIDE LOT #66 PROJECT# 04321.200 066R1 MODEL: 4EBB "1828-CALI" GARAGE SMITING: LEFT PAGE: DETAILS 60 MPH EXP. C ARCHITECT. STATE OF FLORIDA N4�� OCT 17 2019 MICHAEL C. ANDERSON AR NO V305 DATE: 10 /17 /19 SCALE: 1 /4"=1' — O" SKEET Di SECURE 2x(p MIN. TO 5LK W/ (2))61XS' A -BOLTS 4' EMBEDMENT MIN. W/ 21X21XIb WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR H IN JOINTS PRIOR TO FILLI 1-f - Tll A `SECURE 2x4 ONE" FLAT TO 5LK W/ CUT NAILS. SIDES: 2X(p GARAGE DOOR BUCK W/ (5) )9X8' A -BOLTS 4' EMBEDMENT MIN. W/ 2'X2'X)6 WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING. I-2X6 PT BLOCK a CENTER OF DOOR HEADER W/lU)<i'X8' J-BOLTS 4' EMBEDMENT W/ 2'X21>4) WASHER AND NUT. 1NOTES: -I ' l l ALL ANCHORS S44AL.L BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHEN SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT D2 WALE. I/21•1'-0' 2X4zm SECURE TO BLOCK W/ 3iib' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8' CMU WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2k Yz' DRYWALL 18" O.C. MAX SPACING. MUST BE ON OUTSIDE 4 I'X4" OR I'X2' P.T. NAILER 2Xl SECURED THROUGH Ix4 P.T. OR 5/4'X4' MIN. SECURE TO BLOCK W/2-3Xf,' NON-STRUCTURAL ' ❑ SECURE THRU FRAME 4 TAPCONS TAPGON MIN. I-Y4' EXTEND 1-Y4' INTO BLOCK (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. ❑ W/ giWb' TAPCONS MIN. HEAD SIZE .300 8" CMU (MIN. SHANK SIZE .145 MIN. EMBEDMENT I Y4'J J�' DRYWALL MIN. HEAD SIZE 300 WITHIN 8' OF EACH END 4 Mliv. E"IDDEDMENT I-Y4' 18' O.C_ ^[nX SPACING. ❑ I'X4' OR I"X2' P.T. NAILER WITHIN 8' OF EACH END 4 2X8:® 3� IS' O.C. MAX SPACING SECURE TO BLOCK W/2-Wr.' TAPCONS lib' O.S.B. X 4' MIN. DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING DOOR. JAMB OR WINDOW MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW ATTACH TO 2X PER MIN. EMBEDMENT 1 Y4') ATTACH TO 2X PER MANUFACTURES DETAILS. WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') (DO NOT EXCEED Y49 DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15/16" A WINDOW TO BLOCK +3 4 OR +5 4 C WINDOW TO BLOCK +1-15 6" _ SCALE: N.T.S. SCALE: N.T.S. 2X4:® 2X4:® SECURE TO BLOCK3� W/ 3{6' sEcuRE TO BLOCK W/ �Ib' TAPCONS OR TAPCONS (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT I Y4') WITHIN S' OF EACH END 4 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X V O.G. MAX SPACING. 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:® 2X(ocim SECURED THROUGH SECURE TO BLOCK Ll SECURE TO BLOCK W/2-3/i'b' NON-STRUCTURAL TAPCONS(MIN. SHANK SIZE TAPCONS, TAPGON MIN. 1-Y4' .145 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD 5IZEE)31V0 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 )4') MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 V cmu WITHIN 8" OF EACH END 4 8� CMU 18' O.G. MAX SPACING. 18' O.G. MAX SPACING_ ❑ %� DRYWALL_ ❑ )¢" DRYWALL 1'X4' OR 1'X2' P.T. NAILER 2X8: ® 3 1'X4' OR I'X2' P.T. NAILER 2X8� 3� SECURE TO BLOCK W/2-/b' DOOR CASING SECURE TO BLOCK W/2-/Ib' DOOR CASING TAPCONS TAPCONS (MIN. SHANK SIZE .145 IMIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 [DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4') ATTACH TO 2X PER MIN. EMBEDMENT 149 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8" OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. 18' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 1/4" WINDOW TO BLOCK +1-1 2" ("� WINDOW TO BLOCK +2 1 4' (9)SCALE: N_T.S. 1J SCALE: N.T.S. 2X4= SECURE TO BLOCK W/ Wb' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y41) WITHIN 8 OF EACH END 4 NOTE: STRUCTURAL 2X IS O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6 SECURED THROUGH3! SECURE TO BLOCK W/2_)(,,.NON RA -STRUCTURAL %1 -ST TAPCONS MIN. TAPCOEMBEDMENT (MIN. SHANK SIZE .145 IN.SHANK INTO BLOCK MIN. HEAD SIZE 300 8' CMU MIN, EMBEDMENT 1)4') - ' DRYWALL WITHIN 8' OF EACH END 4 I' X4' OR I'X2' P.T. NAILER 18' O.G. MAX SPACING. ❑ 2X8czm SECURE TO BLOCK W/2-3b' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN_ HEAD SIZE 300 MIN_ EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8" OF EACH END 4 ATTACH TO 2X PER 18' O.C_ MAX SPACING. MANUFACTURES DETAILS. NOTE: 614M AS WE= TO K)LIMp JAM (PO NOT 0 Y1) DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +3" E SCALE: N.T.S. 2X4= 3� SECURE TO BLOCK W/ /Ib' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1)14') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18" O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:® SECURED THROUGH 3� SECURE TO BLOCK W/2-%b' NON-STRUCTURAL TAPCONS(MIN_ SHANK SIZE TAPCON MIN. 1-4' .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 8' CMu DRYWALL 18' O.G. MAX SPACING. 2X8:® I'X4' OR 1'X2' P.T. NAILER ❑ SECURE TO BLOCK W/2-�(b' 2ND 2X SECURE TO tAPCONB(MIN. SHANK SIZE r�,STRJJCTURALMEMBER .145 /(2)12d WITHIN 8' OF EACH MIN_ HEAD SIZE 300 ENp 4 6' TO 8' O.G. MAX MIN_ EMBEDMENT 1 Y4') OOR CASING WITHIN 8" OF EACH END 4 DOOR JAMB OR WINDOW 18' O.G. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ill DOOR JAMB TO BLOCK +T F' WINDOW TO BLOCK +T SCALE: N.t.S. 2X4:m SECURE TO BLOCK W/Y4' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18" O.G. MAX SPACING. SECURED THROUGH 2X6:® NON-STRUCTURAL SECURE TO BLOCK W/1-1/4' TAPCON MIN. I-Y4' TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. .145 MIN. HEAD SIZE 300 " CMU 8�/ MIN. EMBEDMENT I V49 - I DRYWALL WITHIN 8' OF EACH END 4 15' O.G. MAX SPACING. 1'X4' OR I'X2' P.T. NAILER ❑2X8cm SECURE TO BLOCK W/1-1/4' 116' O.S.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH ENE)4 ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SWIM A6 NEEPEP TO PWMB JAMB (PO NOT r=MP Y. J DOOR JAMB TO BLACK +3-7/16" WINDOW TO BLOCK +3-7/16" G SCALE: N.T.S. 2X4:® SECURE TO BLOCK W/Y4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8 OF EACH END 4 NOTE: STRUCTURAL 2X IS O.G. MAX SPACING. MUST BE ON OUTSIDE 4 SECURED THROUGH SECURE t0 BLOCK W/I-I/4 , NON-STRUCTURAL TAPCONS TAP -CON MIN. 1-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') 8' CMU WITHIN 8' OF EACH END 4 DRYWALL 18' O.G. MAX SPACING. ❑' 1'X4' OR 1'X2' P.T. NAILER 2X8cm SECURE TO BLOCK W/1-1/4' ' P.T. X 4' MIN. TAPCONS r DOOR CASING (MIN. SHANK SIZE .145 Q MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3 3/4" rTT WINDOW TO BLOCK +3 3/4" 11 SCALE: N.T.S. A� zl�� Sao 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W W U W 0 F U W A r A SUBDIV. 8a LOT: CREEKSIDE LOT #66 PROJECT# 04321.200 066R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. C ARCHrrECT. STATE OF FLORIDA Nkeltl— OCT 17 2019 MICHAEL C. ANDER30N AR NO 17305 r�&ANa DATE: 10 17 19 SCALE: 1/4"=1'-0" 1 SHEET JD2 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS T BE WIRED TIED TO LATH B 9' O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ LEG: MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING: INSTALLATION FASTENERS TO BE SPACED • T' O.G. MAX VERTICALLY THICK, 3 COAT CEMENT PLASTER WR5 LAYER 02, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED •T' (VERT.) O.G. MAX AT SUPPORTS WRB LAYER M, STUCCO WRAP WOOD SHEATHING OR 7/I6' ZIP SHEATHING SYSTEM ((INSTALLED PER MANLF.6 CS.) \ TO GAP Mm. LATH SHALL NOT BE CONTINUOUS 6• TO a' MIN- 6• TO a' nry THROUGH CONTROL ---- -- JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM G1063 PLACED FLAT MAX. 6' 70 8' T.10.1.4 FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON NOTE: \ I. FASTENERS FOR LATH TO BE NAILS OR STRUCTURAL STUD STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. IS) 0.04-15' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITIOT\ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL J rL INT O1. FOLD INWARD • PT. A O1. FOLD INWARD • PT. A 2- GREASE • PT. B Fol O1. FOLD INWARD • O 1. FOLD INWARD • PT. A Pr. A 7. GREASE . Pi. D s. GREASE • PT. B 3. GREASE • PT. C 3. CREASE • PT. C 4. FOLD PT. G OVER IT. B TILL PT. G TOUCHES — V OTTOM FLANGE ® ®FOLD T1. NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES FELT UNDERLAYMENTjo — SHINGLE ROOFN i DRIP EDGE: OVERLAP 3', EXTEND 1/1' BELOW SHEATHNG, MECHANICALLY FASTEN 4' OG. MAX BOTTOM v FLANGE WATER TIGHT SEAL. FOLD, DQ NQT CUT. THICK, 3 c:UAT CEMENT PLASTER (FRAME), IRS 2 COAT CIEMETIT PLASTER (CMU) WR5 LAYER 02, FORNI'll R BUILDING PAPER(FRAHE ONLY) WRB LAYER 01, STUCCO WRAP(Plil ONLY) LAP LAYERS OF BUILDING WRAP OVER NAILNG FLANGE, STOP use APPRO24 I h, ABOVE BHINOLE8 (Pilli ONLY) FRAME OR CMU EXI'll \ QrrtntlAl I plRFCn 5x5 WALL FLASHMG 4 KICK -OUT FLA514NG (SEE DETAIL) y FASCIA WRAP Imo: INSTALL KICY FLASHING AT B01TUn car Ru�r � WALL IMERSECTIONS NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' 6 VERTICAL LAPS (ROLL ENDS) E 6' • HORIZONTAL LAPS. LI' ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO $E WITH FOR'rIBER SHEATHING TAPE 1 / I" MIN. LAP e METAL LATH \ C X X X I X X X y METAL LATH IT \ / WRB LAYER', STUCCO WRAP 6" MIN PAPER LAP BELOW ONLY / Will LAYER 02, FORTIRBER BUILDING PAPER I' MN LATH LA-,; OVER ALL LAP 2 APER LAP SCALE: 1 1/2' - I'-0' ® KIC KO UT DETAIL WATER TIGHT SEAL (BEND OR SOLDER Do NOT 17J1 SJ 7) VERTICAL LATH & PAPER DETAIL NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD STUDa NOTE. SHEATHING - 61DE LAPS OF METAL OR -1/16'ZIP SHEATHING SYSTEM PLASTER BASES SHALr_ (INSTALLED PER r IANUF. SPECS.) BE SECURED TO BUILDING — FRAMING MEMBERS. PAPER THEY SHALL BE TIED BETWEEN SUPPORTS WITH 00415-IN. (121-MM) STUCCO WIRE AT INTERVALS Nor MORE THAN 9' (229-MM). AS PER ASTM C1063 1.01 zKvfl THICK, 3 COAT CEMENT PLASTER METAL LATH WR5 LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER "I, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER mANLF.SPECS.) 6' MIN. LAP A' LAP s LATH 3" LAP ® PAPER IRREPAIR IN UAa'B LAYERS25TEAR, TEARS HORIZONTAL LATH MAY BE PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL 4 STICK 1/16' ZIP SHEATHING: SYSTEM (INSTALLED PER �— MANUF. SPECS.) OR WOOD SHEATHINCx OR CMU WR5 LATER -01, STUCCO WRAP (FRAME ONLY) " THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) / LAP WR5 E TAPE OVER ROOF/WALL SCREED z 5"X5" "L" TYPE CONTINUOUS Z GxALV. METAL FLASHING: (NAIL TO ROOF DECK, NOT WALL SHEATHING:) CAP SHINGLE — DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMEN NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES ROOF PER ELEVATIONS 5 " L" FLAS ]PIING N.T-S. 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4" APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE / 1' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE - FLASHING .STEP 44 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING SECTION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 3 J4 I I 1 4 N.T.Q. b'xb' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. PLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE STEP *2 FLASHING WR5 LAYER h, STUCCO WRAP WRB LAYER n, FORTIFIBER BUILDING PAPER METAL LATH 6'xb' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP, FLASHING Tee EXTEND ONtO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING T® EXTEND ONTO PIPE - fie' CONT. BEAD OF SEALANT INSTALL APPROVED HCUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ CV. FINISH (SEE TYP WALL SECTION) NETRATION PER SECTION R703.7 Exterior lathing and plastering Exterior use of portland cement plaster shall 001 uply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and Gaming shall cohlply with ASTM C 1063-12A. WAI (ERAC ) DRAINAG3E fi LANE CUJR5 LATER #1, STUCCO WRAP) UJRB LAYER #2 (r-ORTF15ER - - - - - 5UILDINCz PAPER) 1„IETAL LATH x x x x STUCCO WOOD SHEATHING OR 1/16' ZIP SHEATH[NG SYSTEM ( INSTALLED PER MANUF- SPECS-) SELr-ADHESIVE FLASHING - - NOTE: 1 ITAL LATH: LATH TO BE PER SECTION R-1D3.1.1 / A57" I C- 34l -OS, MN. 2.5 L55 PER SQ_ �rARD (UT I L I T'I' OR NOl„I INAL LATH DOES NOT 1"IEET SPECIFICATIONS) 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 Ear W U 0 F .41 U Q F A ti SXYBDIV. & LOT: CREEKSIDE LOT #66 PROTECT* 04321.200 066R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C so ARCHITECT STATE OF FLORIDA OCT 17 2019 MICHAEL C. ANMRSON AR NO 17305 PRINT DATE: / / 10 17 19 SCALE: 1/4"=1'-0" SHEET WAI NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 1 X -- 1 �I i X i BACKER ROD 5 i. I BACKER ROD WRB LAYER 01, STUCCO WRAP [INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: 1. BOTTOM 2 SIDES 3 TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS T- APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Y4' CAULKING ® JOINT ALL AROUND PF_R SECTION R703.7 Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application X'I requirements of ASTM C 926-12A. li X Installation of exterior lathing and framing Xshall comply with ASTM C 1063-12A. X ' X HOODED VENT X THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINACzE PLANE (CURS LATER *11, 5TUCC0 WRAP) WRB LAYER *2 (FORTIF18ER - - - - - SUILDINCz PAPER) METAL LATH x—x—x—x STUGGO WOOD SHEATHING OR 7/16" ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) 5ELF-ADPE51VE FLA5HING NOTE., METAL LATH: LATH TO SE PER SECTION R-103.7.1 / ASTI"l C-84-1-O'3, MIN. 2.5 LBS. PER 5Q. YARD (UTILITY OR NOl"11NAL LATH DOES NOT MEET 5PECIFICATIONS) ELEC- METEf VERIFY LC 6B DRYE BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 6" SELF ADHESIVE - FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' NT STUCCO FINISH 6' SELF ADHESIVE OVER TOP E SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET ;N CONT. SEALANT) SEALANT a TOP d SIDES 3LOCh NOTE: IF ZIP SHEATHING SYSTEM IS INSTAL -LED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. STUCCO SCRATCH COAT 8 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION OE METER FIELD =Y LOCATION Y STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM "T "'�"��" 7R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES uvVO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT ''CTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED POUSEWRAP FOR BOX INSTALLATION WRB LAYER 49, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TPA' NO MEMBRANE ENTERS BOX, APPLY TO FAC EDGE APPLY E-Z BEAT OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STF *'I- S T 00000000 o .o.o.0 0 .a 0. O. .0 .o o. e. .o •0 0. �• .0 .0 .o o. � O STEP *e� O ELEC 1/16' ZIIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH WOOD 1/8' TEXTURED CONSTRUCTION ;+{ f -FINISH a WOOD n FASTEN TO WOOD STRUCTURAL MEMBER r IN O.C. MAX 8' CMU V TO Y,' MID -WALL �u WEEP 9CIEED x - �Q �J 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN - MASONRY BEFORE APPLYING TEXTUD FINISH a MASONRY 76 HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER *I, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 0 APPLY 60 MIN - GRADE "D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP RIC AL STEF -#2 WRB LAYER *I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER 02, FORTIFIBER BUILDING PAPER 6TF # ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH ECEPTACT IF 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com ll 44 AA #: 0003325 W w W 0 F U w A F A sysDxv CRE• EKSaIDE LOT #66.oT: PROJECT#066R104321.200 MODEL4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C ARCHITECT- STATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDEMON AR NO 17305 FDATA 10/17/19 SCALE: 1/4"=1'-0" SHEET LEGEND DRAINAGE 9=LANE (WRB LA*rER #1, STUCCO WRA1=) WRB LATER #2 (FORTIFIPER - - - - - SUILD INCH PAPER) METAL LATI-I x x x x STUCCO WOOD SHEATHING OR 1/16" ZIP &4EATI-4ING SYSTEM (INSTALLED PER MANLIF. SPECS-) SELF-ADHESIVE FLASHING 2 1 /2 " 14� COR]�TER CORNER BEAD (FASTENER E SPAGING 6 G.) NOTE: IF ZIP 5I4EATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES Gt f U 5/8" THICK, 3 GOAT GEMENT PLASTER APPLIED DIREGTL`I' TO MASONRI' BEAD @) BLOCK 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA ##: 0003325 N h W v W 0 F U 4 F A SUBDIV. & LOT: CREEKSIDE LOT #66 PROJECT* 04321.200 066R1 MODEL: 4EBB "1828-CALI" GARAGE SW NG: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C IF ARCHITECT-. STATE OF FLORIDA 04�1� OCT 17 2019 MICHAEL C. ANDERSON AR NO 17305 DATA 10/17/19 SCALE:1/4"=1'-0 0� SHEET 1 1 I II 11 / I \ / I \ / I \ / I \ --- ----------------------------------------------- \ � 2x6 SUB -BAND W/1 "x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK DRIP EDGE -1/8" TEXTURED FINISH -a WOOD 1/2" TEXTURED FINISH -a CMU METAL FASCIA WRAP Ya" FROM STUCCO, 1" FRO WOOD WALL EXTERIOR WALL �� (FRAME OR CMU �\ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY \ \ \ \ i \\ I \ 1 \ €LEVATION M 1\ I\ I\ I\ I \ 1 \ i \ \\ \ METAL F,1 2X6 SUB 01 —ROOF KICK OUT REMOVED \\ FOR CLARITY TROOF DECK (BEYOND) / \ \ DRIP EDGE, 1" OFF WALL V NOT INTO STUCCO) \ 1-1/8" TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH iw CMU / -2x6 SUB -BAND W/1"x4" NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/5' TEXTURED FINISH ® WOOD, 1/2' TEXTURED FINISH ® CMU METAL LATH WOOD SHEATHING: OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIFIBER BUILDING FAFER (FRAME ONLY) ROOFING: CEMENT DRIP EDGE METAL KICK our NOTE: IF ZIP SHEATHING PLEASE SEE MA1 PROCEDURES PRE-ENG'D TRUSS TO BE CUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -m" SCABBED TO TRUSS W/126 NAILS roll-8" O.G. MAX. 2x SUB -BAND W/1Y"x4" NOTCH w END METAL FASCIA WRAP DRIP EDGE EXTERIOR WA_L (FRAME OR ClJU) SUB BAND DETAIL C WALL sUE3 BAND DETAIL (P WALL W/KICK- OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/lY"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT s 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/1Y"x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK *ROOF CEi LENT ROOF EDGE OMITTED FOR GLARIT`t' 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ti €LEVATION M 1\ I\ I\ I\ I \ 1 \ i \ \\ \ METAL F,1 2X6 SUB 01 —ROOF KICK OUT REMOVED \\ FOR CLARITY TROOF DECK (BEYOND) / \ \ DRIP EDGE, 1" OFF WALL V NOT INTO STUCCO) \ 1-1/8" TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH iw CMU / -2x6 SUB -BAND W/1"x4" NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/5' TEXTURED FINISH ® WOOD, 1/2' TEXTURED FINISH ® CMU METAL LATH WOOD SHEATHING: OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIFIBER BUILDING FAFER (FRAME ONLY) ROOFING: CEMENT DRIP EDGE METAL KICK our NOTE: IF ZIP SHEATHING PLEASE SEE MA1 PROCEDURES PRE-ENG'D TRUSS TO BE CUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -m" SCABBED TO TRUSS W/126 NAILS roll-8" O.G. MAX. 2x SUB -BAND W/1Y"x4" NOTCH w END METAL FASCIA WRAP DRIP EDGE EXTERIOR WA_L (FRAME OR ClJU) SUB BAND DETAIL C WALL sUE3 BAND DETAIL (P WALL W/KICK- OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/lY"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT s 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/1Y"x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK *ROOF CEi LENT ROOF EDGE OMITTED FOR GLARIT`t' 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ti w W w F U w a A SLTBDIV. 8e LOT: CREEKSIDE LOT #66 PROJECT* 04321.200 066R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 60 MPH EXP. C ARCHrTECT STATE OF FLORIDA I cwv/�/� OCT 17 2019 MICHAEL C. ANDERSON AR NO 17305 DATE: 10/17/19 SCALE: 1/4"=1'-0'l SHEET T A6 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-80$-3591 www.abdesigngroup.com AA #: 0003325' F W W V W 0 ti 0. F i k.Z Q � P y CREEKSIDE LOT #66 PROJECT# 04321.200 066R1 MODEL: 4EBB "1828-CALI" CiARAGE SWING: LEFT PAGE: FOUNDATION PLAN 160 MP14 EXP. C.°,3 R FiIFTECT= STATE OF FLORIDA OCT 1 T 2019 ICHAEL C. ANIDEIRC740N AR NO 17305 10/17/19 r-ALE: 1/4"=1'-0" BEET S l 04" L kej I? f� z p z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND ¢ a I CELL SEE PLAN FOR SIZE AND o } SPACING REQUIREMENTS SPACING REQUIREMENTS ¢ F ` Lu Q Lu cmV r CO J 00 00 J a_ V ¢� _ Z 8"CMU WALL OW 8"CMU WALL CD z p M +- 0'-0" Ce) CD TOP OF SLAB TOP OF SLAB 5 /~ ■ SEE SLAB SCHEDULE VA(1 R ES EXT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE • • APPLICABLE) z SEE SCHEDULE FOR WxD, BAR SIZE i� AND BAR QUANTITY BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 -42" SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB 4" CHAMFER (1 STORY) W1 1/2" ISOLATION 6" CHAMFER (2 STORY) JOINT (WHERE • ' SEE SCHEDULE APPLICABLE) z 7f FOR WxD, BAR SIZE � AND BAR QUANTITY EXTERIOR MONO -FOOTING 1 SCALE:3/4"=1'-0" )EXER @ 'OR MONO -FOOTING SCALE`.3/4"=1'-0" GA RAG E ui 0 n- I 2" CAPPED > co NEW REINF: SAR GALVANIZED PIPE cL SECURED W/2-PART W/FLANGE 0 BASE a I EPDXY. MIN, EMBED J ¢ 8" UNO 0 4 0 FOLLOW ALL MANE co Q I SPECIFICATIONS FOR c USE AND SECURE FLANGE TO F- 4"� PREPARATIONOF SLAB W/(4) 1/4" X 2 1/4" 0 ct jr w ,4" -HOLE. TAPCONS as— J co QQ 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) f ° BOLLARD 5 ADDING BAR TO - SCALE: MONOLITHIC FOUNDATION \ 6 SCALE:3/4"=V-0" A as LAP P PLATE A MIN. OF 48" AND N W/ 16d COMMON NAILS, 2- WS, 4" O/C BTM.' VERIFY HEIGHT Ir!, LAP TO OC R OVER STUD OF WALL W/ PLAN L 2x4 OR 2x6 WOO EARING PROVIDE BLOCKI WALL W/ SYP No 2 UDS SEE PLANS FOR SPACING. INGLE BTM. PLATE TO BE PT. RE B . PLATE TO PROVIDE DBLTOP PLAT LAB / d MASONRY NAIL TAGGERED. ONAt METAL NECTORS NOT WHEN NO LIFT IS PLIFT IS PRESENT. T. SEE SLAB SCHEDULE It P OF SF TOLAB R ;j X,, SEE SCHEDULE FOR WxD, BAR SIZE hj D BAR QUANTITY Iai INT IOR FOUNDATION W OD WALL 9 SCALE:3/4"=1'-0" (NO 1 LIFT) 1 STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Q d co ~ m w U v� =p 8" CMU a .. M Z + 0' 0" TOP OF SLAB SEE SLAB SCHEDULE Z_ Z "ISOLATED" COLUMN PAD - - 0 CENTERED UNDER WALL AND • POURED MONOLITHICALLY WITH - FOUNDATION AND SLAB • SEE SCH ULE FOR WxD, BA SIZE AND BAR QUAN TY MBINED EXTERIO MONO - DOTING AND COL. P 10 SCA :3/4"=V-0" 30" MIN. EACH WAY MONOLITHIC FOOTING Fr--, FM CORNER BARS, SAME SIZE AS BAR IN FOUNDATION WITH 30" LEG EACH WAY AT ALL CHANGES IN DIRECTIONS - I SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS ILL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE WHENWHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING TRAN DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO MONOLITHIC FOUNDATION CORNER BARS DETAIL P TOP PLATE A MIN. OF 48" A NAIL W/ 16d COMMON NAIL 2-ROWS, 4" O/C BTM. LAP TO CCUR OVER STUD 2x4 OR 2x6 W DBEARING - WALL W/ SYP No 2 STUDS SEE PL S FOR SPACING. SINGLE BT . LATE TO BE PT. PROVIDE DBL. P PLATE USP SPTH4 OR SPTH6 BTM — AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10dx3" 0'-0„ 1 lw%lff 9G'lb SCALE: 3/4"=V-0" --- VERIFY HEIGHT OF WALL W/ PLAN � PROVID/BLO NG !R PLATE TO SLAB W/ / "x DGE ANCHOR W/ 2" R SET IN HIGH STRENGTH Y 5-1/2" EMBED. MIN. Qa 16" OC AX =E SLAB SCHEDULE as EQ. EQ. SEE SCH ULE FOR WxD, BAR IZE AND BAR QUANTI INTERIOR CURB FOUNDATION WOOD WP SCALE:3/4"=1'0' (W/ UPLI POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) o; a 2X WALL FRAMING 1/2" DIA. USP 725OSD BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION SCALE: 3/4"=V-0" RECESS AROUND GARAGE (�A �DOOR OPENING LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING - WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE w w I fr SCALE: 3/4"=V-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16"O/C STAGGERED ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. rSEE SLAB SCHEDULE FOR NRY SET EV: +_ V _ur. Din �. TOP OF SLAB EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY $ INTERIOR CURB FOUNDATION WOOD WALL SCALE:3/4"=r-o" (NO UPLIFT) 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA3290: PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 I ITT I h I; T; 3 CREEKSIDE LOT #66 PROJECT# 04321.200 066R1 MODEL 4EBB "1828-CALI" GE SWING: LEFT DETAILS 160 MPH EXP. C z ARCHITECT- STATE OF FLORIDA OCT 17 2010 MCHAEL C. ANDERSON NO ITO ]DATE: 10/17/19 SCALE: SHEET sIe�A 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 rill 17 D'3 rARQ 0. Ell CREEKSIDE N! LOT #66 'PROJECT# 04321.200/066R1 lE 4EBB "1828-CALI" GARAGE SWING: LEFT PAGIE: W DOWEL PLAN V1 160 MPH UP C ARCHRECT- STATE OF FLORIDA 7 �,-DCT 17 =4F L O. A 1DiRSON AR NO 17305 PRVINT DATE: 10/17/19 I SCALE: 1/4"=1'-0" 1 SKEET Sl� 2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. ' z I N r III , Q IIJ p I I{ GLEAN OUT REQUIRED FOR INSPECTION m 00 �1 c O oM I 0'-0" FIN. FLR. TIE ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK /� BAR SIZE 48 BAR DIA. Z LU #3 18" �.7 #4 24" ce) #5 30" #6 36" #7 42" HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=V-0" HI II. j ISTEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND } �I SPACING REQUIREMENTS ¢~ f 03 w00 IIII cA - z { 8" CMU WALL o co TOP OF SLA- B TOP OF SLAB �— _ 0 0" HEDULE z L°Cii SEE SLAB SC EXT. PORCH SLAB 4" CHAMFER (I -STORY) W/ 1/2" ISOLATION 6" CHAMFER (2 STORY) • JOINT (WHERE APPLICABLE) Z_ MATCH STEEL REINFORCEMENT 6" PVC CHASE— PER SCHEDULE THRU FOOTING M 0 - a 6" PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE j REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE %�THRIJ FOMING BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" #5 BARS LI �j 8" 1 0 r' ®� co 1 0 I I J _ o CMU UNIT DIMENSIONS ARE NOMINAL SIZES', MASONRY!SYMBOLS 3 SCALE: 3/4"=V-0" 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901' PH: 321-802.3591 www.abdesigngroup.com AA #: 0003325 iTB1)1--� Be 1,4 T�`,', CREEKSIDE LOT #66 PROJECT# 04321.200 066R1 MODEL- 4EBB "1828-CALI" =GARAGE SWING: k„ LEFT PAGE: DETAILS 1 30 MPH EXP. C ARCHITECT - STATE OF FLORIDA OCT^ 17 2019 MICHAEL^C. ANDERSON AR NO 17305 k:.sty 'PRINT DATE: 10/ / 17 19 SHEET 2A 4 FRAWNG NOTES: { 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE it CONCRETE TO WOOD ROOF: USP HTA16,W6(9) 1Odx 1 1/2" HDG NAILS. f 1` CONCRETE TO WOOD FLOOR: -USP LPTA W/ (10)>1 Od x 1 1/2' HDG NAILS, WOOD TO WOOD: G* USP RT16A OR LUGT2 W/ 1 Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2 ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. F 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH r) MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. m 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 FWALTRUSS 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 j FASTENER, ZF 72 P13S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12, ALL ELEVATIONS ARE REFERENCED FROM Y-0", FINISH FLOOR. UNLESS r NOTED OTHERWISE. ;I BEAM SCHEDULE ZERM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. =BOTTOM OF LINTEL / T-O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O= THROUGHOUT MARK DESCRIPTION It (psi) SIZE W'xH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 — {1) #5 — NIA — GROUTED SOLID' "CAST-CRETE" SAFE LOAD TABLES - SAFE GRAVITY LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST &PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C SAFE LOAD - POUNDS PER LINEAR FOOT C SAFE LOAD PLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH SUB 8F8-Ds BF12-0B 8F16.OB SF20.08 8F24-0B SF28-OB 8F32 os TYPE LENGTH SU8 8F8 RCMU TYPE LENGTH 8F8-1T BF12-1T 8F161T 8F20.1T BF24-t7 8F281T 8F32-1T 8F8-16 BF AB BF16-1B `BF20-1B 8F24-13 BF28-1B 8F32-1B 8F8-2T BF12-2T BF16-2T BF20-ZT 8F24-2T BF28-2T BF32-2T T-6" 42" PRECAST ( ) 2231 3069 3719 5163 6507 8054 9502 10951 1 T-6" (42") PRECAST 1025 1024 1598 T-6" (42') PRECAST _ 1569 2655 3524 4394 5263 6132 Toot 3069 4605 6113 7547 8974 10394 11809 1569 2655 3524 4394 5263 6132 7001 4'-0" - (48' PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 4'-0" ` 48" PRECAST ( ) 765 763 1309 4'-0" 48" .PRECAST ( ) 1363 2305 3D60 3815 4570 5325 6079 2693 4605 6113 7547 8974 10394 11809 1363 2305 3080 3815 4570 5325 8079 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 54DO 6224 4 6 (54) PRECAST 592 591 1073 4 6" (54") PRECAST 1207 2040 2707 3375 .. 4043 4711 5379 2189 4375 6113 7547 p) 8672 10294 11809 1207. 2040 2707 3375 4043 4711 5379 5'4" (64") PRECAST 1217 1349 7438 1999 2560 3123 3686 4249 5'-4' (64")_a PRECAST 411 411 745 5'4" (64") PRECAST 1016 1715,t) 2276(4) 2838 3399 3961 4522 1603 3D80 5365 75471m) 7342„s) 8733(,e) 10127p9) tors n1s 2276 2838 3399 3961 4522 5-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009. 347D 5'-10" (70") PRECAST 340 339 616 5!, -10" 7D" PRECAST ( ) 909 1567(,a) 2080v) 2593. ry) 3107 (a) 3820 (4) 4133 (3) 1451 2622 436D 716E 4a 60360e) 7181,i9) 8328,zo) 9z9 t5s7 zoso z593 3to7 36zo at33 V-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5081 6'-6 (78") PRECAST 507 721 490 6.6" (78") PRECAST 83511 1407(n) 1864z, 2329, 2790ps) 325104) 3712(s) 1238 21T7 3480 5391 8360 10394 882500) 835 1407 1868 2329 2790 3251 3712. T-6" (90") PRECAST 743 toll 1729 2632 2206 2698 3191 3685 7'-6' (90") PRECAST 424 534 363 7 6" (90') PRECAST 727 In) 1_ 1624(31) 20252a 24262e 2827(zs) 322824 1011 1729 `. 2661 3898 5681 846T(4l). 64726s) 7z7 12za 1sz4 zo25 z426 za27 3226 ' 9'4" (112') PRECAST 554 ss9 1760 1625 2564 3488 2816 3302 9-4" (112") PRECAST 326 512 230 9'-4" (112") PRECAST 591 709 a; 113630 1474,3a, 181 215734 13411 752 1245 1843 2564 3486 4705(37) 6390p7) 591 862 1318 1643 1989 2294 2619 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 10'-6" (126") PRECAST 284 401 180 1Q'-6" (126") PRECAST 530 575,u 916(33) 1188(33) 1461(33) 1736(33) 2011 in) 843 1052 1533 2093 2781 3643(3sJ 4754(4s7 530 695 1180(a) 147214) 1763 7 2055 2346 1VA- 136" PRECAST ( ) 362 ti82 945 1366 1846 2423 3127 4006 11'4"'(136") PRECAST 260 452 154 1 '4' (136") PRECAST 4 474 504 (23) 800(,) 1037 3z) 1274(3z) 1513 1753 582 945 1366 1846 2423 3127 2805 4006 494 470 ,e) 607 458 (z3) 4042p9) 724,3,) 1372 (n). 938 (u) 1843 (ai 1153(3z) 19151e) 136am) 2187 (s) 1585,32) 12'-0" 144" PRECAST ( ) 337 540 813 1254 1894 2193 3552 12'4" (144') PRECAST 244 402 137 1 '-0" (144") PRECAST 540 873 1254 1884 2193 2805 3552 470 550 940 (,s 1302 ,s 15600a) 181411) 2075 ,s 13'-4" 160" PRECAST ( ) 296 471 1 755 1075 1428 1838 2316 2883 13'4" (160") PRECAST 217 324 110 1 '4" (160") PRECAST 418„s) 386,zz) 607g9) 785o, 904(30) 1143(a,) 1323(3,) 471 1 755 1075 1428 1838 2318 2883 428 460 780 (9) 1159 (z„ 1418(z9) 165319) 1887(,7) 14'-0" (168"} PRECAST 279 424 706 1002 1326 1697 2127 2630 14'-0" (168") PRECAST 205 293 100 14'-0" (168"),PRECAST 384 (,$) 358 (x,) 560 (NJ s 724 889 po 1054 39 1220,3s) 442 706 '1002 132B 1697 2127 2630 410 425 717.(� 1063 zt7 1358 z3) 158zzz 1807(2, 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 14'-8" (176") PRESTRESSED N.R. 284 91 14' 8" (176') PRESTRESSED 239 334 (z,) 520 ,29) 672 ¢N 825 pz 978 ,29 1131(as) 458 783 1370 1902 2245 2577 2712 246 395 663 a 980 (zs) 1303ze 1518 1734 15'4' (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 15'4" (184") PRESTRESSED N.R. 259 83 15'-4" (184") PRESTRESSED 224 313,, 486(za, 627,zs) 769,2s) 911(29) 1054(29) 412 710 1250 1733 2058 2320 2513 230 308 616 9 90812o) 12401, 146Dp0 1668(21) 17'4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 17'4" (208") PRESTRESSED N.R. 194 64 17'4" (208") PRESTRESSED192 117 263 a 405 (N) 521 7 638 z 756 873 7 1 548 950 1326 1609 1849 2047 308 506 ,a 740 a 1005,z) 12713 1473 p300 19'4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 19'4" (232") PRESTRESSED N.R. 148 52 19'4" (232") PRESTRESSED 162 166 229 n7) 263 348,) 429 e) 447 ps, 623 tlaJ 547 (zs). 841 (za) 647 (m) 9059(30) 747 f%A 1227ps) 235 420 750 1037 1282 1515 1716 21'4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 21'4" (256") PRESTRESSED N.R. 125 42 2 '4" (256") PRESTRESSED 142 204 (,a) 307 p 393 (23) 480 131 568 1) 6551) 880 340 598 845 1114 1359 1468 142 232 373 (7) 537 i,r) 721 zs, 905 1048 29) 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 22'-0" (264") PRESTRESSED N.R. 116 40 2 '-0" (264") PRESTRESSED 137 197 ps) 295 ,w) 379 (23) 462 (m) 546 ¢3) 630 ,z , 765 315 550 7B4 1047 1285 1399 137 223 358. 7 513(17) 688(24), 863 s. 880 28) 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 24'-0" (288") PRESTRESSED N.R. 91 33 2 ' -0" (288") PRESTRESSED 124 1 179 (ra) 267 ,zi) 342 (z,) 416 (z7) 492 (zt) 567 (zz) 129 250 450 654 894 1092 1222 124 202 319 (7) 455 (,,) 606 (23) 757. R7) a76 ,z7I (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE 'REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. -ALL VALUES TAKEN FROM "SAFE -ALL PRECAST PRODUCTS ARE TO LOAD TABLES" BE INSTALLED BY CASTCRETE PER MANUFACTURES MAY 2015 SPECIFICATIONS EDITION I - PRECAST - PROVIDE PRODUCTS BY OTHERS TO MINIM11M 4" OF BEARING PAST MEET OR EACH EXCEED BIDE VALUES OF WINDOW STATED OPENING ABOVE PRODUCT DIVISION ACCEPTANCE CONTROL NOTICE OF ACCEPTANCE F.E C P CORPORATION -CAST E-CRETE #.16=0126.03 0 r` ♦ 8F161T/OM/OB o GTC,YLL f*L* I A r r8F1&-1T/0M/0B 4* 8F16-1T/OM/0-DQQQQQQQQQQQmi, 1 ♦ _ ` 8F24- 1 - 1 1 ♦ ♦ 1 T/OM/OB 1 , ♦♦♦ 1 ,♦♦ 1 I ✓� ♦♦ ♦� 1 6 ♦ GT 1 1 ♦ � � 1 1 ♦♦ I of 1 ♦ � oI LL i ♦♦ Li 1 Y 1 1 1 1 1 1 I 1 1 1 1 1 a1 1 1 1 1 1 1 1 1 (I 1 1 1 1 � 1 m 1 � l0 1 1 1 C) 1 C) LL I tD L1 1 1 1 1 1 1 1 PROVIDE ROOF TRUSSES BEAR, TOP 1 1 1 OF WALL EL. V-8", UNO. 1 1 --- -- 1 1 ; 1 � 1 1 1 F 1 �� ♦♦% 1 1 k 1 1 ♦ 8F8- %3 1 1 1 ♦♦ 1710Mi013 1 1 1 ♦ ♦ � 1 1 1 ♦ - ♦ 1 1 1 1 ♦♦ 8RF6-1T/OM/OB 1 8F28-1T/0M/0B 1 ♦ 1 8F16-1T/0M/0B 1 a. r r r r rlr r....... LIFT BEAM PLAN SCALE: 1/4" = V-0" 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 0 x XTBDIV. 8c LOT, ' CREEKSIDE LOT #66 PROJECT# 04321.200 066R1 MODEL 4EBB "1828-CALI" GAE2AGE SWING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C ARCFI6TECT: STATE OF FLORIDA =f^ off 17 2010 WCHAEL'C. ANDERSON AR NO T7305 111PRINT 1917 DATE: 10 / / SC,AMM: 1 /4"=1' - 011 SHEET ,;_: S 2 r3 is NOTES TO THE INSPECTOR/CONTRACTOR BOND �� �1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. ` � BOND BEE AM — 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 8„ PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. c\OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND 9#5 AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16" io ti P 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM T �1 COURSE OF BOND BEAM IS OMITTED AND`A LINTEL IS PLACED. THE STEEL O 1#5 I / #5 CORNER BAR W/30" LAP FOR EACH REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE COURSE OF BOND BEAM TOP OF THE LINTEL. I' g / b 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16 DEEP. ly VERTICAL REBAR W/ 10" HOOK 5 P 8x16 DBL. BOND TOP OF 2 PQP�F`� BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE ' Q��\lJ� OF WSBOND (1) 5 BARAM a BOND P BEAM _ F F = FILLED W/ GROUT 30" TYPICAL �1r\ U = UNFILLED GROUT SOLID FROM TOP S1\� NOMINAL LINTEL TO TOP OF BOND OF OPENING �JI/1 WIDTH # OF #5'S, IN 2ND BOND BEAM BEAM COURSE SEE NOTE 5 #5 BAR IN BOND BEAM �O 8x8 PRECAST CONCRETE V—i T i /B LINTEL W/ #S BAR DT MASONRY NOMINAL �� LENGTH OFF BAR=WIDTH OF BEAM DESIGNATION Qe HEIGHT # OF #5'S,TOP OPENING - 2" p 6 r CORNER BOND BEAM COURSE OR 2 IT IS THIS ENGINEER'S INTENT /#OF #5'S. BOTTOM 8x8 PRE -CAST CONCRETE 1 REINFORCING OF BOND BEAM THAT XFXX - 1T/1 M/013 INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER £ SCALE: 3/4"=V-0" AND XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS — TOp ,I OF OPENING s I r� �rI PRECAST HEADER(MIN) �) II 2x4 (MII+I 2 X 3) 1-3/16 TAPCON, OR DRIVE PIN (MIN EiSHANK 5IZE.145 MIN HEAD ` g WINDOW SIZE .300 MIN EMBEDMENT 1 1/4") 8' FROM EACH END AND a - 18" O.C. MAX. MIN 1-1/4 _._,.�_-.,..... a EMBEDMENT 2x6 MIN' 2 X 3 2-3/16 TAPCON DRIVE PI MIN HANK 1/4" OR D N S 3 ti PRE -CAST N SIZE.145 MIN HEAD SIZE.300 WINDOW z r MIN EMBEDMENT 1 1/4") 8" SILL FROM EACH END AND 18 SLOPE O.C. MAX. MIN 1-1/4" m EMBEDMENT', 2x8 (MIN 2XTAPCON OR D) DRIVE P ; , LSRIVE PIN (MIN SHANK SIZE.145 MIN HEAD v SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8 FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX.. MIN 1-1/4" MIN.2-12d PER BLK. EA. END EMBEDMENT 7/16" OSB SHEATHING TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION ARCHWAY FRAMING DCTAIL I� SCALE: 314"=1'-0" µ h r = SINGLE #5 CORNER BAR, 3Ox30 TURNED UP I OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM F FY i OVIDE #5 BAR A SIDE STEEL Qn,. OF ELCV TION BOND. BEAM CHANG CHANGE IN ELEVATION OF BOND BEAM r 7 k SCALE: 3/4"=V-0" 4 I, iF x `t l� 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 E W y W U W 0 F '7R U w �l E�. A x rd e j i j Pc, a E?, Zv,Er-IV 8e LOT: CREEKSIDE LOT #C6 PROJECT* 04321.200 066R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. 09 ACHTECT- STAT= _ OF. FLORIDA OCT 17 2019; r _ CHAEL C. ANDERSON AR NO 17305 PRINT DATE: 10/17/19 SCAT :1/4"=1'-0" STiMET /IIIl�IIII p N FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER ej 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 MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN iN STRUCTURAL PLANS. lk 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 y 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 .17T' ° x 2 7/8 LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11: WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 1 12. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTH,ER.WISE.,', TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALLBE 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: CONNECTOR SCI IDDULC II CONTROL DA71; 0 -05-1] MTdk USP DES UPLIFT2430GNAVIIV SIMPSON GRAVITY M Tek USE EASI LINER EAS tNER :. ,Y,} `"' MVIN " 'EU lE (2)META-16 CM6CD4 a 2 2-PLY, LMBCD4' - ITA I6-18 (2)AI - 1�51 (12) 10d xl 1/2" IBtU. CMB[D4' EMBED (14)Ol0d t-P1/2"1-PY, - - ----- ---- - - HEA 16 IN70 HLIA-16 1811E (10) 10d •;T ?.16d2 YLv,LMDLD4' • (9) 0d x 11/2' 1 BEY, (8)16d2 PLY, H10.20 1870 HElA20 181E (l0)lOdxll/2,1611Ud 2-PLY, EMBED 4" (9) Edx11/2'1PLY,(8) 16d2PLY, LM BLD 4" � (2 ILIA 20 243U 2 IILIA 2U l) 2635 11211Ddz1lj},1-PLY, EMBED 4' (10)10d x 11/2 3PLY, LMBCD4 150E ILO) l6tl 2 VLV, EMBED (12) 2-PLY, tMBEU4 lGtl.2 P z O- LUGT2 22fi0 LGT-2 .215E BEK(5)1/4%3'Wed Bolt+ Anchor; WWD(16) 10d 8° (]I 1/4"x21/4111 LN,.W000i16)l6tl <. UHlA 20 2430 UE1AL-20 248E LIE) pLILRNAIL-0SL OE (2)111A-2UACCEPT ABLL (lBl- 1 L USE OF 2 I ILIA 20 ACCLP lUdx 11/2,iPLY ALI LRNA ( IABLL MUG! 15+ 41]5 MGI+ 3965 .-lOdxll/2,1:PLY (1)5/8 AIR IN I IIGII SIRLNGIII EPDXY (MIN. 12" EMBED)(22) IOd IO WOOD ) (11/6"A.1.R IN IIIGII SI HLNG111 EPDXY MIN, 12 LMOLDI. (32)10d lU WOOD 1098E 3050E 32�] 121E a L10 WALL 1210 YE 0dLN DI O)IAH 10 WALL qyq n$§ 10( LESS 149E 1430 W00D(B)lOd, MASONRY Q3/4 AT,R (2) /4"A.T.R I N I IIGI I SIRE NGTI IEPDXY IMIN.12"EMBED),(14) 10d TO WOOD IIUG12+ 9]90 IIGI-2} Hui SEE, IIGI-3+ IN:HIGH 51 RLNGI H EPDXY (MIN. 11 EMBED), 116i 1Dd IO WOOD LUGT3 3525 L6T3-SDS2.5 CONC(4)3/8"XS Wledgc Bolt+ Anchor, WOOD (12) WS25 (12 SOS 1/4x3" 10 G I R Ilk R,(4) 3/8"x5"III I N HD IO WALL LP1A 1510 PARALLEL IO WALL 1470 PERPENDICULAR TO WALL L1A2 (10)iDd xll/2" (lU 10. dx1-1/2' " (1)5/8AI.R. I N I I IGI I SI RE NO I I I EPDXY (MIN, 12 LMBL01' x3 DS1/4 (2) 5/8" A.T.R. IN I IIGI I STRCNGTI I EPDXY (MIN 12 CM66D1,. g3S 1/4 x3 X 11/2' (16)10d X 11/2" (24)10d X 11/2" MUG115 417S VGI' (1)5/8 A.I.R, 4 N I HGI 151 RLNGI❑EPDXY IMIN.12"LM3LU.(4)IM TOP/16)30d EACL/(12110d BAD< OE I RUSS < I IUGT ]185 (2) VGT (2) 5/8 A.T.R. IN I IIGI I STRENGTI I EPDXY IMIN. 12" EMBED).(8) End MiW 12 1195 M1512' (14)10dx 11/2',.(14)10d :(14)10d I ITW lfi 1 1260 - 1ITS-16 (16) lod X 11/2'; (16)10d H1W20 153E - H15-1E (24110d%11/2'",(20)10d Hl W 24 1530 HIS-24 (24)10d %11/2", (20)10d (24110d x 11/2" LS1A 12++ 930 LS1A 12, 925 (10)10d (10)lod LS1A 18++ 1235. LSIA18 ++ 3235 (14)10d (14)10d MSTA.18++ 1310 MSTA-19- 1315 1 (14)10d (141 10d MST A241+ 1640 MSIA24- 164D (18)10d (18110d MSIA30++ 2065 MSIA30- 2050 (22)10d - (2210d 2 MSIA 36- 2065 MSIA36« 2050 PEI 10d (2610d h KST1236 3890 MS1136 3800 (36)10d%11/2 (3610d Xi 1/2 KTS1248 5140 MSTI48 5065 (48)10d X 11/2 14810d X 11/2 LET A6 1210: H6 950 (16)Bid x 11/2",(16)8d) (8) 36 10 P LAl CS, (8) 8d 10 SI LOS SP124 1030 y' SP4 885 - (6) 10d TO STUDS (6) lOd TOP1ATE (6) LOdx 1112 10 SI WS :MY34 525{N HE (U 160 A34 5151N E1 Lm% 160% 1418d x11/2'TOBEAM, (48d x11/2" TO POST 141 tlx 11/2" TO BEAM, 418tl x11/2 TO POST, IIIICP2 800. 1ICP2 645 (10)10dx 11/2" 101 RUSS,(10) 1W X 11/21O RUNE - (12 10d X 11/2" R116A M0G115S VHU4A LASE,H10A 4ll5 : VGl &HUU4 1140 4565 (9)10dx 1112- 101 RUSS,(8) 10d X 11/2' 10 PU0L (28)lOd TO TRUSS, (101 W53WOODSfR6V5 TO POST W/5/8' 'TI IR[AO[D flOO (1810dX (16 1112 W.TI IRCADCD ROD 2 NUTS ASI ICR 2PLY 1 4x3 TO WOOD,. 10 SDS 1 4 x21 2 1 /W / SOS./ ,1 / / / .l MUG115&VIIU4A 4ll5 VGl &IIU>B --. 994E (28)10tl TO TRUSS; 1101 WS3 WOOD SCREWS TD POST W/5/8 TI IRLADCDROD 116 W/TI IR[AOCD ROD, 121 NUTS/WASI ICR/2PEY SDS.1/4'x3 TO WOOD, (3)3/4 STUD DOLTS --- PAU44 2535 6775 ABU 442 2200 M65 (1)5/8' A.I.R. IN HIGH Si RENGIh EPDXY, (MIN .]" EMBED) INCONC,(12)16d 10 WOOD (1) /8 A.I.A.IN HIGH SI RENGI H EPDXY, LIVE N ) EMBED.) IN CONC,(12) 16d 10 WOOD _.-- PA066. 2380 16005. ABU 662 2300 .1200E (1)5/W A.I.R. IN HIGH STRENGTH EPDXY, (MIN 7" EMBED) IN DOW,(12)16d 10 WOOD (1)518 A.l( IN HIGH STRENGTH EPDXY, (MIN. ] EMBED) INGONC, I1416d 10 WOOD LI SL+++. 1205 LET 19+++ 1340 (1)3/4'A.1.R. IN IIIGII SI RLNG111 EPDXY, (MIN. ]" EMBED) IN CONC.,(8110d 10 WOOD Ill 111 EPDXY,. MIN ] LMBLD:.INCONC. 810d10 WOOD /4 p.TR IN IIIGII SI HLNG ,( 1 ,( I � K L1 S206+++ ilUO L1120D+++ 150E 1113/4'A.T.R. IN IIIGII STRCNGTII CPDXY,IMIN ] CMBCDIINCONC,(lEllEdxl-1/2 TO W000 1 O MIN ] EMBED) INCONC. 10 10d TO WOOD 2" A.T R IN IIGII STR[NGTIY EPDXY, M 1. .1 1 / .( � u 111145 916E 11114 4235 (1)5/8"A.T.R. IN 1III 1 STRCNGTII EPDXY (MIN, ] EMBED) INCONC ,(18)16d %21/2" (1) /8"ASA IN IIIGYI STRENGTH EPDXY (MIN ] CMOCDd IN CONC,(26)1fid$2'1/2 U 2 IITT45 5005 IITTS 500E IN HIGHhI HCNGIH EVOXY MIN) EMBED IN CUNC M l6d %L12" I115/8"A.1.R. 1 ) ,1 I / 1S8 O LMBEU IN CONE 26 Sfitl%212" "A.IH IN HIGH EPDXY MIN] I / / ( ) ( Q UPHUll+ 143'J5 I IIIDOI I-SDS 2D - 11810 (1)VA.1.R. IN I IIGIISI RLNGIII WO%V,(MIN lU'LMBLU)IN CONC,(24)W53 WODU SCNLWS (l ail"A.TN.IN IIIGII Si RLNGIII LPDXV,(MIN. IU LMDLD:I INCUNC,(241SPS K"x2%"WUODSCNCWS PI25A 6525 HU]B 6645 - (1)5/8AB IN IIIGIISTR[NGTII EPDXY, IMIN] CM6CU INCONE (14)WS3 WOODSCRCWS (1);]/8"A.B 1NC NC 334" STUD BOLTS TO WOOD. 5 RCNGT i tP0%Y MIN: ] EMBED.) O 1 / IN HIGH 1 ( I ] MB U INCONC 3 ] 8"SIUDBOLIS1DWOOD 1 78 AB IN HIGH STRENGTH EPDXY MIN E t F. e]0 NFM35%12U 258E 7130 3.5/ 356/1125 : 34]5 533E CONE W/3/4OIA IiW-RAM$E1/REDHEAD (1)1/2 SLlWMIN6'EINREQW/1N55EMSEDIFHUMEUG FACE, UYNA BOLT 5LEEVE ANCHOR OR EO W/MINS EMBED INM ALLtDINFACE.(14)1Utl A1101S1 EPDXY, EPDXY, .IDV 134"A.1.N IN HIGH 5I RENGiH A.T.6,75" M6LD LN FIEC.M.U.FA 618 EMBE BEAM NCMU 11/ (MIN 6]5 EMBEUMEN111NCMULACE, (18)lOtl1UBEAM HUS912ff 3E60 2]10(100%). HUSC412 (WDDD) 3635 2660110E%) (10)16d TO IICADCR, I10)16d TO WOOD (10) 16d TO I I [A DER, (10) 16d TO WOOD 3325 (125%) 3265(125%) 2 w lD IID41UIh(CMU) 195E 500E IIUC410 (EMU ism45C0 (18)1/4' x3' WS3 SCRLWS,(10130d 10 11 WOOD. USP (20) 3f16""TAPPER+, h011W IO W00D - (1 )1/4x23/4 ITLN(9 PER ELANGE)IOCMU,HD10d1OW000 Z .:2H D21D11E(CMU 1950 5000: IIUC230-2 (CMU 180E 450E (18)1/4"'x3"'W 3 SCR EWS,(10) 10d 10 WOOD USP (21)3116' TAPPER,, (10) 10d TO WOOD (111/4"x23/4111 EN (9 PER RANGE) IO CMU 110110d 10 WOW: H D'LID 31E (CMUI 195E S000 HUC2103 (CMU 18W a50U (18)I/4" x3""WS'3 SCR�WS,IID)lOd TO .WOOD. USP (20)3/16"". TAPPER+, (10)lOtl TO WOOD. (12) 1/4 x23/4 TITCN 9 PCR FWNGCI TO CIVIL, (10) lOtl TO W000: LGUM26-2 2125 6065 LGUM26-2-SUS 143E 5595 1413/8 %4 Wetlgd-Bolt+Anchors, WOOD(4)WM WOODSCREWS (4)3/8 x 4111 ON H D ANCHORS (2 PIER EIANGE)10CMU,(411/4X2-1/2 SUS SCREWS TO WOW Q u' U 1 V o CJ1A a - n- I Q CJ1A 1A D3G GT 1A 3.1 3.1 1-91 = D2 c) -�i I n n 0 U II _ D1 U U U U - - - CJ1E I 11 II o CJ3 = 31 II II II II II II o-- = II II II II II =a �� �I II II II II II II Il II II II II CJ5' -- l n n u n n n u I n u u u u == ■ )�11 EJ7A 1 A ��� I GT 3.1 1 -14G ' I 6 I I 4 1 S3.1 A7. 1A 3.1 Ad •'� _ PRE -FABRICATED ROOF TRUSSES @ 24" O.C. MAX. la I I I I I CD it I3--L- - \-- --�-- --�- -�-. I I I I I I 1A s i Ij A1A r - I I I I I hh � S - - T x54° - I CES� A� A- _i A7 777 77 1 A __ _ __' _wML A�13- 1A - 1A -1 1A A15 _ = I -- _ I -_ - I 3.1- 3 .1 - C7 /A16 - c 4 B1GE 1 E Nk-AH FRAMING PLAN SCALE: 1/4" = V-0" akrAr lz' CJ1 CJ3 CJ5 L551 S. APOLLO BLVj SUITE 202RNET FLORIpA'321-802-_3a b d es i gngroti p. 4A ft: 0003325 TJ 3DIV. IT: F� CREEKSIDL LOT #66 PROJECT# 04321.20E 066R1 MODEL: 4EBB "1828-CALI" GARAGE SWING LEFT �P TII PAGE: I; &1 FRAMING PLAN s"1 i.d T w1x17u ARCHrrECT-. STATE OF FLORIDA h -r OCT'i 7"r9 MICHAEL C. ANDERSON AR NO 17305 P.ATE: 10/17/19 CAMIE: 1/4"=1' - 0,t *�' SKEET ks ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALUFLOOR P DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" # 1175 UPLIFT USP HTWM PLYWOOD SHEATHING, SEE (2) USP HTA16 TRUSS ANCHOR — 20 Wl10 10d TO "ROOF/WALUFLOOR WITH (9) 1 Od x 1 1/2" NAILS TO TRUSS AND (4) 1/4" x 2 1/4" SHEATHING ' TRUSS EA. PROVIDE 4" MINIMUM NOTE: FOR (A) W/ SINGLE TAPCONS TO CONT FASTENER SCHEDULE" CONCRETE EMBEDMENT. DBL PLY. A PT SYP #2 2"X6"X4'-0" POURED LINTEL .' A-(1)USP HTA16 TRUSS ANCHOR WITH (9) STRAP, 1 EACH SIDE WRAPS UP MAY BE ADDED W/ 10d AND OVER TRUSS (NOT NAILS, 2 ROWS, 3" O/C TO # 1900 UPLIFT (2) USP 10d x 1 1/2" TO TRUSS. FL#17680 SHOWN) FACILITATE 2-PLY HTWM20 INSTALLED ON PRE-ENG TRUSS B-(2) USP HTA16 TRUSS ANCHOR WITH (9) USED IN CONJUNCTION WITH CONNECTOR. OPPOSITE FACES OF a. 1 Od x 1 112" TO TRUSS EA STRAP. FL#17680 DBL STRAP, 1 EACH SIDE WRAPS UP AND HEAVY UPLIFT CONNECTOR BLOCK WALL W/1010d TO OVER TRUSS (NOT SHOWN) FL#77680 TRUSS AND (4) 1/4" x 2 1/4" TAPCONS TO CONT CONTINUOUS BOND BEAM r� (A) USP LUGT2 W/ (5) 1/1POWERS POURED LINTEL po 1 x2. 2x WOOD FASCIA WEDGE BOLT& (16) 16 GALV. NAILS TOa SEE ARCHITECTURAL TRUSS (2PLY) #FL17240 (NOT SHOWN) 2x SECURED W/ (3) 16d (B) USP RFUS STEEL CONNECTOR WITH (4) j GALV. COMMON NAILS. ENGINEERED WOOD 3/4'1 WEDGE BOLTS AND 1x2 SECURED W/ 1Od TRUSSES @ 24" O/C, 1x2, 2x WOOD FASCIA (12) WS3 SCREWS FL#6223 GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL I 12" O/C FOR REVIEW 2x SECURED W/ (3)16d IF 4 BOLTS ARE USED w APPROVAL " , AND APPRO .GALV. COMMON NAILS. E ONRYBOND ENSURETHAT CELLS ARE GROUTEDix2 SECURED N 1 I M SOLID, 8" EACH WAY OF BOLTS GALV. COMMON NAILSMASONRY BOND BEAM 12" O/CI SCHEDULE SEE SCHEDULE A ALLOWABLE UPLIFT = U.3980 LBS, L:1785 LBS (2PLY) TAP CONS MIN. 2" ud' A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) COVER 2" APART (, B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) Ij REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR TYPICAL TRUSS/ �+ 1 a 1 b SCALE:3/4"�1'-0" TYPICAL ROOF 3 SCALE: 3/4' 1'-0" GIRDER CONNECTOR(S) 2a 2b SCALE:3/4'-1'-0' GIRDER CONNECTOR(S) j a (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 1 BTRUSS RACE W/ (G BR12d @ EA. dd X-BRACING IS PRESENT AT COVER 5DTRUSSES) E TO TRUSSES WHERE 4'-0" O.C. (AT SHEATHING U- 1 TOO 60 30'-0" ((3) X" BRACE SEAMS) (1)'1 BRACE @ CENTER SECURE / 1 PT. PLATE a (2)'1 BRACE DIVIDED EQUALLY TO BLOW/ L W/ FROM CENTER TO END. ANCHOR BOLT W/ 2" l ) WASHER SET IN HIGH R,{ 6'-0" MAX W/1X4 OR 1 U-0" MAX (W/2X4 2X WOOD FASCIA, 1 --� SEE ARCHITECTURAL STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC 1x4 DIAGONAL MAX. PRE-ENG GABLE TRUSS SECURE PLLAE CABLE Td08 8 ? BTM.CHORD BRACING, SEE STIFFBACK (AS PER O.C. MAX 1, PLAN FOR LOCATION TRUSS ENG) CONT. 2x4 SECURED W/ I MAY NOT jr J REQUIRED E TO BE INSTALLED @ SS a tZ F 10'-0" O.C. MAX. i — BTM. CHORD OF li WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. r� 0 L zz F9 Ill In tx4 BTM. CHORD BRACING 6 0 O/C END WALL OR OTHER MAX., OR 2k4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0' O/C MAXSEGURED W! O 2 10d' DEPICTED SEE PLAN r COMMON NAILS AT EACH CHORD BLOCK WALL Wf GABLE END (, INTERSECTION TYP. 7 �a c BTM. CHORD BRACING PRE-ENG'D TRUSS SCALE:3/4" NOT USED 6 SCALE:3/4"=V-0" ,a r NOT USED 4 THE USE OF ALTERNATE MATERIALS MAY BE -NOTCH DEPTH t4`D USED SO LONG AS THEY CONFORM TO THE HOLE EDGE >5/8" T HOLE DIAMETER FOLLOWING a 2/5"D SGL. STUD 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS OUTER 1/3 OF A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS SPAN ONLY EQUIVALENT OR GREATER UPLIFTAND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOORAND HOLE EDGE >5/8" ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO r' A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECTTO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE x SUBJECT TO F1 AND F2 FORCES. i BTM. HOLE DIAMETER PLATE < 3/5'D DBL. STUD ALTERNATE MATERIgLS zz STUD NOTCHING 9 NOT USED NOT USED 11 1 O SCALE:3/4" 1'-0" AND BORING LIMITS _ 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 w 3 W V W h- 0 F U w a F A 1 CREEKSIDE LOT #66 PROJECT* 04321.200 066R1 ,. ODEL 4EBB I= 1828—CALI )ARAGE SWING: LEFT m AGE: DETAILS 4" 60 MPH ' m C' �ARCHITECT STATE OF FLI �y T Q41 7 2R I HAEL G. ANDERSON AR NO 17305 NT 10 17 19 / / SCALE: 1/4"=1'-0" SHEET3 ® 1 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 W 03 W U W 0. ti D3 h 4 r 00 mmmmmm svBDIV. & LOT: CREEKSIDE LOT #66 PROJECT* 04321.200 066R1 MODEL 4EBB "1828-CALI" GARAGE SVnNG: LEFT PAGE: DETAILS �60 MPH EXP. C ARCHITECT: STATE OF FLORIDA A OCT 17 2019 MICHAEL C. ANDERSON AR NO 17305 DATE 10/17/19 SCALE: 1/4"=1'-0" 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENTAT BRACE W/ (3) 12d @ EA. 4'-0" D.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO / COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) X- BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x FROM CENTER TO END. UPRIGHTS OVER 4' 10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. CONNECTION PER 1x2, 2x WOOD FASCIA TRUSS MFG. SEE ARCHITECTURAL 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEIM CONT. 2x4 RAT RUN 12"O/C AND APPRgVAL SECURED W/(2)12d's@ EACH TRUSS MASONRY BOND BEAM SEE SCHEDULE K7,� GABLE END PRE-ENG'D TRUSS � ' ) W1 HIP RETURN SCALE: 3/4"=V-0" VTT SPACING (1) AT EA enin a,-n,, o PRE-ENGINEERED VALLEY TRUSS CONNECTION N.T.S. rat cop I 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com A 8 #: 0003325 SUBDIV. 8c LOT: CREEKSIDE LOT #66 PROJECT# 04321.200 066R1 MODEL 4EBB "1828-CALI" ARAGE SWING: I# LEFT `AGE: k DETAILS R160 MPH EXP. C ARCHITECT: STATE OF FLORIDA OCT 17 2t119. MICHAEL C. ANDERSON AR NO 17305 DATE 10/17/19 j CLE:1/4"=1'-0'° SHEET S 3 a 1 F : ID ic $ v <IIII* 3 0000000000 ; < 2 O0 C 0000G 3 a x HIP ROOF A' ROOF WIND DESIGN PRESSURES NET (GROSS) R ASIDE 7-10 ZONE 1 = 23.79 PSF (33.79) ZONE 2 =39.48 PSF (49.48) — ZONE 3 = 67.16 PSF (77-16) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' O.S.B. OR 1/2' CDX EXT. PLYWOOD, FOR ROOF/ WALL/ FLOOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED SHEATHING PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE FASTENER SCHEDULE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE ZE NAIL SCHEDULE END. SIZE TYPE MIN. LENGTH MIN. DIA. TENSILE STR. SHANK SHANK 8d RING SHANK, 2 1/2" 0.120" 170,000 RING (16-20 RINGS SCREW SHANK PER INCH) ' 8d SCREW SHANK 2 1/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 T 2. INTERNATIONAL STARE, NAIL & 00L ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING 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 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES -i .. QU Z LU - z 0 D0 o LU z U = Q t @� Q Z LD Z Q /* J / z Ql Z W z W. r Lu O LU z cD z QU .. to - Z YZ W O Ua = w 0Z . � 0 (1)U LU Do 2 OF U cn < O Z �mw Z 00 GENERAL', NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33 MAXIMUM AGGREGATE SIZE SHALL BE 3/4". I STRUCTURAL. DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD' ARCHITECTURALPROVIDE MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT , 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER I NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF, II ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS., AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLEBUILDINGCODE STANDARDS: FBC-R 2017, 6th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4", ALL WOOD FOR BEAMS, BEARING WALLS SOLE PLATES, TOP. PLATES, BRACING, LEDGERS, BLOCKING, ACI 318 14 BUILDING CODE REQUIREMENTS Q S MEMBRANE UNDERWHERE INDICATED N - CONTINUOUS POLYETHYLENE VAPOR BARRIER P PROVIDE 8 MIL CON INUO S R ILL ET SHALL BE. SOUTHERN PINE NO. 2 OR - CRIPPLERS, SILLS, C BETTER. F- 11 PSI AND A MODULUS F b 00 S O 1,400,000 PSI ALL WOOD IN CONTACT WITH CO ELASTICITYNCFTETE OR CONCRETE BLOCK SHALL BE FOR STR CTURAL 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 DRAWINGS. SEAMS LAPPED .6INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED PRESSURE TREATED BOTTOM PLATE REOUIRED. WOOD FOR. NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, '.. REASON. SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT INHEIRE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID. BUYING TREATED LUMBER THAT "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN 1/2' OF HEARTWOOD. ALL DIM NSIO S AND CONDITIONS MUST BE VERIFIED IN THE FIELD, DO NOT SCALE THE ' DRAWING S. F( LOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENITION OF THE ARCHITECT. PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS - OF THE ORK; ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE: SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMP ETE. IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND I UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED IIIT� SEQUENCES To INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. . DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, -DOWNS. + WELDED WIRE MESH, SHALL BE ASTM A185; GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: TEMPORARY BRACING, GUYS OR TIE TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED T-0" OC, EACH WAY. TO BE DESIGNED AND FABRICATED TN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION - STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRACE THICKNESS TO HANDLE CONSTRUGIION LOADS. - SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT CAL 'DRAWING .THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR E S 0 REINFORCING STEEL: CONNECTOR PLATE HALL BE A MINIMUM O S S U THICKNESS OF AND MANUFACTURED FROM STEEL TO WORKPERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. : REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING D SHALL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. H - GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL,. SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES 1N ACCORDANCE WITH TPI-14, "DESIGN NATIONAL " CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPI/WTCA BCSI 1" .AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING,INSTALLATION BRACING METAL -PLATE -CONNECTED ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW. WOOD TRUSSES. 20 psf TOP CHORD -non-concurrent '', TYP. MIN LAPS SHALL BE AS FOLLOWS:. #4 BAR - 25" #6 BAR - 36" 10 psf BTM CHORD -non-concurrent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING. ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS., CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 15 psf TOP CHORD (1 psf TOP CHORD (7 psf w/ASPHALT SHINGLES) '{10 psf W/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, I, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: i Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR. SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf 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 WIND: DEAD LOAD SPEED _ _160MPH 3 SECOND GUST INTO INTERSECTING WALLS .AND HOOK ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, :FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL (ASCE 7-10 (FBC R2017).EXPOSURE C,RISK CATEGORY II) .AT LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY. DISCREPANCIES' FROM THESE LAYOUTS THAT V D UNINHABITABLE ATTIC STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITEDI, LIVE S U p DO NOT CUT OR DISPLACE REINFORCING STEEL TOACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STORAGE:20psf,. HABITABLE ATTICS AND ATTICS 20 SERVED WITH FIXED STAIRS: NTS: BALCONIES (EXTERIOR) AND DECKS: 40p8f, GUARDS AND HANDRAILS: 200psf, GUARD IN COMPONENTS: SOpsf; PASSENGER L. WITHOUT THE APPROVAL OF THE ENGINEER. �,. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE RE OF TRUSSES: THE TRUSS FABRICATOR SHALL -FILL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION VEHICLE GARAGES: 50ps p p f, ROOMS OTHER THAN SLEEPING ROOM:40 sf, SLEEPING ROOMS: 30.. sf, STAIRS: MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA 40psf MASONRY CONSTRUCTION AND MATERIALS SHALL. CONFORM WITH ALL REQUIREMENTS OFTHE LICENSED PROFESSIONAL. ENGINEER. SHOP IIDRAWING REVIEW: "SPECIFICATION. MASONRY STRUCTURES (ACI 530/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR - SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT - MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES),, AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, MAY CHANGE A PREDICATED ON THE TRUSS AND GIRDER REACTIONS :. OF THE CONTRACT DOCUMENTS ONLY: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY DINT COMMITTEE- I .PUBLISHED BY THE MASONRY STANDARDS JOINT CO PROVIDED BY THE TRUSS ENGINEER. '-" COMPLI-NCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. - CONCRETE MASONRY REGULAR SIZE BLOCK L, ALL BLOCK WALLS SHALL BE TWO CELL HOLLOW CON THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE i IN CONFORMANCE WITH ASTM C-90, GRADE f'm = 1500 PSI. BLOCK SHALL BE PLAGUED USING OF THE DELEGATED TRUSS ENGINEER, WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT ALL HO DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR. TO SUBMITTAL TO THE ARCHITECT. S ---MANUFACTURED RUNNING BOND UNLESS OTHERWISE NOTED: LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD C G O PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWIN S SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM REP ODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS CON TRACT DOCUMENTS ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. TOP CORD BLOCKING AT4' O.C. MAX. IN FIRST FRAMING SPA(I AT EACH END- RAFfifR OR TRUSS ROOIF SHEATHING DocD x Z F Do BUILDING LENGTH L ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN N NAILS 6"OC O.C. IN FIELD if 8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW NAILS @ 12"0.6�IN FIELD OF ( ) -.ASTM C-476 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNLESS I PERMISSION FROM THE ;ENGINEER. IN ALL INSTANCES, ALL SHEET METAL FRAMING CONNECTORS H THE EXPRESS WRITTEN SS ON F OS CES THE S OWN ON T WITHOU_HE PLANS SHALL BE "USP STRUCTURAL - -FOUNDATIONA PLAN. THE R T MIX HALL HAVE A MAXIMUM N G OU S U 3/8 O WILL GOVERN OVER THE SHOP DRAWINGS CHECKED UNLESS OTHERWISE SPECIFIED INCONNECTORS"BY P R E AL N DOCUMENTS GO OUS O EQUAL UNLESS NOTED OTHERWISE ERWISE N PLAN INSTALL N O SCONNECTIONS BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION WRITING BY THE ARCHITECT. COURSEAGG RELATE AND SHALL E WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE IN THE TO CONSOLIDATE GROUT. LATEST CATALOG. FOUNDATION/ SITE PREPARATION' TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING;_-, - PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95 %OF THE- SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557 TREATALIL LLS TO BE FILLED. - SOIL FOR TERMITE PROTECTION, �4` FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEI'UE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 XBAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN. BEARING CAPACITY, AND THAT THE COMPACTION 'REQUIREMENTS HAVE BEEN MET SHALL &STRUCTURAL STEEL: 8E MADE BY THE GEO TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE L. SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE: - 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHSA:S FOLLOWS: : A36, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 ksi. 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 SHALL SUBMIT PROPOSED. MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL SHALL +. CONCRETE PLACEMENT CONCRETE SLUMPNOT EXCEED 5 /PRIOR TO THE ADDITION OF PLASTICIZER. --- BE TIGHTENED IN ACCORDANCE WITH THE TURN OFF-THE'-NUT.METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMI_NTS.OF ACI301 AND ASTM C-94 OR MEASURING,MIXING,TRANSPORTING, ETC.: ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JAL .-BOLTS RE TO BE STEEL. - CONCRET TICKETS SHALL BE TIME -STAMPED WHEN BONCRETE IS BATCHED THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS - ADDED TC THE MIX UNTIL IT IS DEPOSITED iN ITS FINAL POSITION SHALL NOT EXCEED MINUTES. IF FOR ANY REASON THERE IS A _ DELAY IN SUCH , I4„T A SATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED IT SHALL BE THE - RESPONSI 31LITY OF THE TESTING LABORATORY TO N®TIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY. NON COMPLIANCE WITH THE ABOVE -. - REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS'. A. 3" OR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. F CONCRETE EXPOSED TO EARTH ANDIOR WEATHER. 1-11T FOR #5 AND SMALLER - ?" FOR #6 AND LARGER C. F0�2 CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS WALLS AND. JOISTS 1 1/2 FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZESTING TYPE S ING_.REMAR APPLICATION SITE TYPE SPACING :REMARKS 1 x2 PT FURRING TO CASE HARDENED COIL 401C 'I GARAGE DOOR BUCK 1/4" DIA: TAPCON MASONRY 1 1/2 EMBED 4" END DIST., 99 81, O/C MASONRY/CONC.NAIL 1 1 /2' LONG TO MASONRV/CONC NO WASHER FASTENER 1 1/2' EDGE DIST. __--O/C WINDOW/OOORIF SGD AL EXT: DOORS CASE HARDENED COIL P ONC. GARAGE ODOR BUCK W DIA. R EXPANSION BOLT 4' EMBED., 4' END DIST, ST GERED INTO }i 24' 1. PT, SEE NOTE NAIL 11, 2"LONG OMASONRV OONC. TO MASONRY/GONG. WASHER O� , 3" EDGE DIST. WINDOW BUCK CASE CONTACT THIS ENGINEER FOR SPACING ONG. �O/C WINTO /000p/FASTENED METAL ONRYISTRAP TO ST GEflED INTO MA60PRV OONC. 'MASONRY/GONG L11/2'HARDENED p 1x PT SEE .NOTE 6 NAIL11i2"LONG REQUIREMENTS EXT. SWING DOOR (2)3/16"DIA /2 "TAPCOW �" O/C 11EMBED" END. NON -BEARING WOOD 1Y2"" EXPANSION jF 4" EMBED 4" ENO - BUCK 2x PT, SEE NOTE 6 NO WASHER FASTNER DIST., 1 W2' E E DIST. WALL TO GONG. SLAB W/ WASHER �— BOLT 24' O/C I DIST., T EDGE DIST. — - — — —� 2. PT WINDOW BUCK - 0138 PAF O!C 9'END GIST EDGE DIST.lfl : PT TO STEEL COL SEE W/ WASHER S O/C NOTE6 -_ _. - — e NOTES I 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICA ' 2.. FASTENING OF GARAGE DOORS, WINDOW§ AND EXTERIOR SWIN 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 PItNJ OR EQUAL SAME DTER AS SPECIFIED HEREIN 1I 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTERjUIREMENTOFTHENOAORTWESPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS NUDE OR WIDER AS THEDOOR 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 SUBSTRATI. I I I FI E COP L 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 L � Ai" T 3: II r'. �I v " X IQ 6� M11-4. "gfim .. G a,J'RDIV. BG L.C�� CREEKSIDE LOT #66 M1 PROJECTS: :I 04321.200 066R1 MODEr : f 4EBB` "1828-CALI" C'ARAGE swiNG" LEFT rt "A A , : " :a C:) -L- - �' I I' �4 60 MPH EXP. C y ARCHITECT. - STATE OF FLORIDA r� G ¢� E. A NO,kaf �al15. T 17 D. 10 19 / / SC.:E:1/4"=1'-0" " S ET TYP,3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS Planning & Development Services Department Building & Regulations Division rruuuui r[eVMW. N7110dVIL FL ft Or Mianil-Dade FLORIDA PRODUCT APPROVAL REVISION REVISION EXPIRATION DATE product Model ti Manufacturer Glass Description Building Design Method of Attachment Pressure Product Design Pressure 1/4" concrete screw G" edge distance @ head, 4" edge distance @ jamb, 4" each side of transom centerline to bucking. Fastener spacing @ 1.5" o/c max. @ head and jamb. fL5891.2 R6 12f3112021 Swing doer Smooth Star Therms-Tm N/A Min. embedment of all anchors to be1 1/4" ' (+36) / (47) (+67) ! (-67) _. .._...._ .......... _ _.......... ........ .. ....-... _ _...._.... _ --- ' _______ ._ --— Type 1, 3/16" or 1/4" ELCO Ultracon anchor 6" max, from corners, 113/4 ° o/c at jamb, ,.,. 16" @ head. 11/4" embedment. Type It: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max, from corners,.7 1/4" o/c at jamb, 1.01/4" @ head. 1 1/4" embedment, Two additional tapcons midspan and one at lower frame required vertically each side, F1,16103.1 R12 4/30/2020 SH. Window. Ply Gem 1500 Ply Gern Non Impact install per manufacturers recommended requirements, (+38) / (-48) (+50) ; (-50) Type I: 3/16" or 1/4" ELCO Ultracon anchor 6" max, from corners, 14" o/c at jamb, 10" @ head. 11/4" embedment, Type It: 3/16" or 1/4" ITW concrete tapcon anchor, 6" max, from corners, 8 1/2" o/c at jamb,. 6" @ head. 11/4" embedment. Fight additional tapcons top and bottom required horitontally, one midspan vertically each Ft.161O0.1 R6 6/30/2020 Vertical Mullion Ply Gem 1.500 Ply Gem on Impact side. install per manufacturers recommended requirements. N/A N/A Type 1: 3/16" or 1/W' ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, I @ head / sill, 1 1/4" embedment. Type 1€r 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners, 8 1/2" o/c at jamb, 101/2" @ head / sill. 1 1/4" embedment. Five additional tapcons top and bottom required horitontally,two midspan vertically 1`1161.04J R5 1.1/30/2022 Fixed Window P€y Gem 1500 Ply Gem Non Impact each side. Install per manufacturers recommended requirements. (+38) / (-48) (f 5} f (-55) 1/4" concrete tapcon anchor. 2 1/2" minimum edge distance. 6" max o/c from comers Builders Series 4780 WJ and 20 3/4" max o/c elsewhere top, vertically and bottom. 2 1/2" min embedment. FL14634,1 R3 12/31/2019 Sliding Glass Daae Ply Gem Non Impact (+33) / (-41) (¢gQ) f 00) Sill Riser 1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each side of transom centerline to bucking. Fastener spacing @ 15" o/c max. @' head and iamb. FL20461.17 R4 12J31/2019 Opaque single Smooth Star - Themna-Tru N/A Min, embedment of all anchors to be 1 1/4" ( / +36) (-47) (+41) / (-47) door with transom ;N Double Garage 3J8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C FL16107:3 R10 12/31J2420 16.2x7 73 W6 Ciopay N A (+24 )J (-35) (+36) f (42) Door -- Use galvanized izinc coated) roofing hails, 11 or 12 gauge, with at least 3/8" dia. heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per ✓ :: shingle planer! 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2' FL7006.1 RIO 12/31/2020 Roof IKO Cambridge N/A above each cutout. Drive nails straight so that nail head is flush with, but not cutting (+36) J (-47) N/A into shingle surface. - Miami -Dade approved corrosion risistant tin caps and 12 ga. 1-1/4" annular ring FL15216.1 R4, 12131J2020 Underlayment Rhino U20 €nterweb N/A shank nails spaced 6"O.C. at all, laps and three staggard rows fastened 12" O.C. in the N/A IRS) (PENDING APPROVAL) field, - Position Vent Flange beneath loosened shingles aligned w/ deck opening. Apply ASTM D 4586 or ASTM D 3409, Type € roofing cement/mastic to the underside of the vent flange at both the inside and outside' perimeter and to continuously surround and seal the flange., Slide the top and side flanges of the vent underneath the shingles and allow the bottom flange to lie on top of the shingles. Attach the vent with galvanized or stainless steel roofing nails having a min 1.2 ga shank, min 3/8" diameter head and sufficient length to penetrate through the sheathing (ring shank nails shall be used in HVHZ). Nails shall be located 1" from the edge of the flange and 8"O.C. along all FL16918,3 R2 9/9/2026 Off Ridge Vent OFF-RIDGEthe VENT WITH TAMCO N/A four sides of the vent. All exposed fasteners shall be sealed with roofing N/A N/A A BAFFLE cemen;/mastic. all loosened shingles shall be adheared down with roof cement]mastic. Refer to and follow ALL Manufacturers installation insttuctions. AOR is not responsible for Errors, Omssions or interpritations of this Installation Method. __ _ — ---- Apply Rooting Sealant on all seams inside the Roof Collar. Apply Roofing Sealant along alt(4) sides of the bottom of the Vent Flashing, install in location under shinglesto roof deck Fasten Base F1ang to Decking using 1 1/4" Ring Shank Nails. Fasten Base Flange w/(1) nail ea corner @1" from edge, Fasten each Side of Base Flange using (3) miles spaced nominal 5" apart and 1" from edge, Fasten Top and Bottom using (3) nails spaced a nominal 5" apart and 1" from edge for a total of 22 FL3792 R11 S/16/2021 Roof vent 770-D Lomanaco N/A nails. 51al all seams and nail heads and loose shingles. Refer to and follow ALL N/A N/A (alternate) Malnufsturers installation instructions. AOR is not responsible for Errol, Omssions orinterpritations of this Installation (Method, AD is not responsible for Errors, Omssil!s or misinterpretations of this installation Method. FL2A151.1 NONE 12J31/2020 Soffit Varifann Soffits PlyGem N/A 1 FL241.(+31.6) / (-38.8) (+77,0)/(-73,6) 1/4" 0 stainless steel or ELCO Panklmate with minimum embedment @ 13/4"'in Hurricane Panels' Hurricane Storm '. c e / masonry, 21/2" tern. edgeldistance, 12" o/c max. spacing, Can be headed FL162911 R2 12/31/2019 Less than 6' span 24 GAGE panel MFG. N/A scree or all thread but with wing nuts. N/A +or. 20 p.s;f. _................. ......... .................................. .. _ _ --- 1/4" i 20 staintess steel or ELCO Pan eimate with minimum embedment @ 13/4" in Hurricane Panels Hurricane Storm cordate / masonry, 21/2" min, edge'distance, 12" o/c max- spacing. Can be headed FL16243A R2 12/31/2019 13' span or more 24 GAGE panel M€G, N/A screj or all thread but with wingnuts. N/A + or - 20 p.s,f, Ins4 Ipefmanufacturers recommendeiirequirements. FL17147, R3 6f27/2Q19 �,. -Zip System. Wall Sheathing Huber N/A N/A N/A ........... _ . _....._ ...... ......... Sheathing ..... _ ......................................................._...._ ...... — ..............._ _..._ _..._. __....... _,__._....... _ ...... FILE COP 5515. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH-. 321802-3591 www.abdesigngroup.com AA *: 0003325 SU13DI . 8G 140". Sri, LUCIE] COUNTY M s4S" TE R P Ji0JECT+ F, XT R ESS IJIN rLE' +r . l 4 e GE SWING: I IV k %LN MPH EXP. r a ARCHITECT STATE OF FLORIDA t fi(T t 7-20a9 - lAi:'H EL C. ANDERSM= t A, NQ 173F .Ts DATE: ? SCALE: !4 1' C) SHEET <IVOT',,�NC )N THIS PlE ® C,0NTR0L €�'4TE '16 hP