Loading...
HomeMy WebLinkAboutCONSTRUCTION PLANa N Cl) M 00 0 SCA NN EO LOCATION MAP LEGAL DESCRIPTION: SCANNED PARCEL ONE: LOT l 6, BLOCK 16, RIVER PARK, UNIT TWO, ACCORDING TO THE PLAT THEROF AS RECORDED IN PLAT BOOK 10, PAGE 72, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. AND PARCEL TWO: THAT PORTION OF THE NE Y4 OF SECTION 2 1, TOWNSHIP 36 SOUTH, RANGE 40 EAST, BOUNDED ON THE SOUTH BY THE WESTERLY EXTENSION OF THE NORTHERLY RIGHT-OF-WAY OF BEACH AVENUE AS SHOWN ON THE PLAT OF RIVER PARK UNIT 2, BOUNDED ON THE EAST BY THE EAST LINE OF SAID SECTION 2 1, AND BOUNDED ON THE NORTH AND WEST BY THE NORTH FORK OF THE ST. LUCIE RIVER, ST. LUCIE COUNTY, FLORIDA. Protect Data: Address: 581 Beach Avenue Port St. Lucie, FL 34952 Zoning Designation: R- 4 & RIC Jurisdiction: St. Lucie County Scope of Work: New Residence Design Criteria: Florida Building Code - 2014 Florida Building Code, Residential, 2014 Florida Building Code, Energy Conservation, 2014 St. Lucie County Land Development Code & Code of Ordinances Construction Type: Type III-B, Unprotected Combustible Use & Occupancy Classification: R-3 Residential Primary Use: Single Story Single Family Residence Parcel One Zoning R - 4 (Area = 75,605 sq. ft.) THIS PROJECT WAS DESIGNED IN ACCORDANCE WITH SECTION R322 OF TH 2014 FLORIDA RESIDENTIAL BUILDING CODE. Drawing Index Sheet # Title Date Revision RevisionDate Date A-1 Cover Sheet with Location Map 12/26/2017 03/01/2018 05/23/2018 A-2 General Notes 12/26/2017 03/06/2018 05/23/2018 A-3 Site Plan 12/26/2017 05/23/2018 A-4 Floor Plan 12/26/2017 05/23/2018 A-5 Roof & Attic Plan 12/26/2017 A-6 Electrical Plan, Calculations, & Riser 12/26/2017 05/23/2018 A-7 HVAC Plan 12/26/2017 05/23/2018 A-8 Door & Window Elevations & Schedules 12/26/2017 A-9 Elevations (SW, SE, & NE) 12/26/2017 05/23/2018 A-10 Elevations ( East, North, & NW) 12/26/2017 A-11 Elevation (West) & Bldg Cross Sections 12/26/2017 A-12 Wall Sections 12/26/2017 05/23/2018 A-13 Wall Sections & Details 12/26/2017 05/23/2018 S-1 Foundation Plan 07/26/2017 03/05/2018 07/16/2018 S-2 Roof Framing Plan 07/26/2017 07/16/2018 S-3 Sections & Details 07/26/2017 03/05/2018 07/16/2018 S-4 Schedules, Details, & Specifications 07/26/2017--7 07/16/2018 ALLMIWUFACTURFB LABLES SHOMWS U FACTORS AND SHOO COMPLIANCE WITH FEC ENERGY C0()E MUST iENM ON ALL F 100% ANO MNDOWS UNIX INSS:( ACTIONS ARE e4* ROVED BUILDING AREA CALCULATIONS UNDER ROOF AREA VOLUME AIR CONDITIONED 155I.2 SQ. FT. I46I 6 CU. FT GARAGE 627.5 3Q. FT. 5016 CU. FT COVERED ENTRY 46.0 SQ. FT. COVERED PORCH 34I.4 SQ, FT COVERED UTILITY PORCH 44.9 50. FT TO rAL UNDER ROOF 29I3. I SQ. FT- 19, 532 CU FT WOOD DECK 209.4 30. FT. TOTAL C NSTRUCTION 3I22.4 SQ. FT. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS RE,UIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPUCA6Ll 110Dl6 CONCEALED FASTENERS OR ATTACHMENTS AR6111z 1 StCow,&4w, ur THE CONTRACTOR OF RECORD TERMITE TREATMENT REQUIRED ST. LUCIE COUNTY Bf7R DiL`16 Arnslaw NEVIEWEDFOR COW-I/WC�_/ O �ytEWED Y DATE MgfT BE KEPT ON Jos $LANE AND P . OR NO INSPCCTION WILL Bt mot I, LU o a UIuj c ' LLa u Q N S�tiNE 0 w U Q W 2 9 0 CONSTRUCTION DOCUMENTS N C~J ar III 0 SHT. NO. A-/ OF 13 L 0 a. 0 cc N- N GENERAL CONSTRUCTION NOTES EXECUTION 1. Responsibility for all fees associated with the general permitting shall be with the owner. 2. Responsibility for all Submittals associated with the general permitting shall be with the contractor. 3. Purchase and maintain General Liability Insurance for work performed or services provided and/or materials for the work. 4. Ensure that all work conforms (In strict accordance) to the recommendations of the various trade institutes (ASTM, ACI, AISC, etc) as well _--as complies with the rules and-mqulations oLthe local iudsactions.and-aaolicable turlldinamdes._ - 5. Ensure that all materials and methods of construction conform to construction drawings which have been designed to meet flood -resistant construction, as specified in R322 of the 2014 Florida Residential Building Code. 6. rectice safely pro coon on an rou a prolect site, including roie mpa to adiacent properties. 7. Promptly restore, repair, or replace (at no additional cost to the owner) any disturbances or damage to existing structures or utilities. 8. Coordinate between trades to expedite the project in a smooth & continuous workflow. 9. Determine field location of access doom/panels supplied by mechanical trades and installed by others. Location of light fixtures shall govern position of pipes and ductwork. Do not place access doors in inaccessible locations or in conflict with lighting, grills, registers, or casework. 10. Inform architect of scheduling of all inspections giving reasonable notice for opportunity to be present. 11. Install only new materials. 12. Follow Manufacturers' specifications for installation of all materials. 13. Store all materials on the site according to material supplier's or manufacturers' instructions. Keep materials secure and protected from moisture, pests, and vandals. Responsibility of any loss arising out of materials stored at the site shall be with the the General Contractor. 14. Submit Substitutions of specific materials or products to architect for approval prior to installation. Substitutions shall not increase contract price. 15. Submit Altematives (as noted on drawings) of specific materials or products to architect for approval prior to installation. Alternatives may increase the cost of the project and are shown as options for bid purposes only. Approval of alternatives by architect shall be made prior to bid acceptance. 16. Request and confirm approval of written Change Orders made for any addition or deletion or change In the scope of the work described in the plans. Coordinate any necessary approval from the building official for a change in the work. 17. Deliver (to the owner) warranties (of a minimum of 1 year from the date of substantial completion) for all materials and workmanship, 18. Deliver (to the owner) warranties (of a minimum of 10 years from the date of substantial completion) for Roof systems. Site Conditions 19. Keep the premises free from accumulation of waste materials or rubbish. Remove all rubbish, tools, scaffolding and surplus materials and leave the job in broom -clean condition. 20. Make every effort to secure the project site against unauthorized access. Coordinate with owner for appropriate warning signage to be posted throughout construction. 21. Prohibit SMOKING Inside the structure upon the beginning of Installation of drywall. Smoking to be allowed onsite only in outdoor areas. 22. Provide at least one portable toilet prior to any on -site construction. Toilets shall be placed with door away from view of any street or house and shall be kept clean and sanitary. DRAWINGS 23. Do not scale drawings - use dimensions noted. 24. Verify all dimensions, notes, and conditions In field and notify architect of any discrepancies prior to construction. 25. Notify architect of any discrepancies between architectural drawings and consulting (structural and mechanical) engineers' drawings. 26. All details, sections & notes, are intended to be typical unless otherwise noted. 27. Bring all conflicts or omissions to the attention of the architect prior to the beginning of any construction. Do not order or install any materials until all discrepancies have been resolved. 28. Submit all shop drawings (or drawings provided in accordance to the intent of this set of architectural drawings) to architect for review and final approval. MATERIALS 29. Mock -Ups: 29.1. Apply specified plaster system to substrate material mock-up and obtain Architect's approval of completed mock-up prior to proceeding 30. INSULATION: 30.1. CMU cells: KorfilS block insulation inserts OR EQUIVALENT for concrete masonry units 30.1.1. Thermal R= 2.3 Flame Spred Rating = <5 Smoke Developed Index = <450 30.3. Exterior walls: Owens Coming® Foamular ® 250 extruded polystyrene (xps) Y" insulation OR EQUIVALENT 30.1.1. Thermal R= 4 Flame Spred Rating = 10 Smoke Developed Index = 175 30.2. Attic & House/Garage wall: ROXUL ComfortBatt mineral wool batt insulation 30.2.1. Attic (7-ia") Thermal R= 30 Flame spred index = 0 Smoke Developed Index = 0 30.2.2. House/Garage wall (5-J2") Thermal R= 23 FLAME SPIRED INDEX = 0 SMOKE DEVELOPED INDEX = 0 30.3. Interior walls (where designated on plans): ROXUL Safe'n'Sound Fire & Soundproofing Insulation 30.3.1. Thermal- R= N/A Flame Spred Index = 0 Smoke Developed Index = 0 31. DRYWALL: 31.1. All gypsum board materials and accessories shall conform to astm c 22, c 475, c 514, c 1002, c 1047, c 1177, c 1178, c 1278, c 1396 or c 1658 and shall be installed in accordance with the provisions of this section. (See wall sections for additional Information.) 31.2. Interior walls & ceilings: ToughrockG Lite-Weight Fire -Rated %" gypsum board OR EQUIVALENT 31.2.1. Flame Spred Rating = 15 Smoke Developed Index = 0 31.3. Interior walls & ceilings @ Tub & Showers: Toughrock® Mold-GuardT %" gypsum board OR EQUIVALENT 31.2.1. Flame Spred Rating = 15 Smoke Developed Index = 0 31.3. Soffits & Exterior ceilings: Toughrock ® Fireguard C ® %" soffit board OR EQUIVALENT 31.2.1. Flame Spred Rating = 15 Smoke Developed Index = 0 31.3. Adhesives for the installation of gypsum board shall conform to ASTM C 557. /- CONSTRUCTIONAn DOCUMENTS 2 O •�• t N37.51'06"E - 11.14' N35.56'38"E 36.55__j O\ 2PPlNE 44 O� 24"PINE �• (IN HPAK<5"OA BRUA•�/ ro G /Q .©/ /0�"iSiti MEAN HIGH WATER Mrt (SEE NOTE 5) 15' OAK IO" PALM LEGEND B" PALM 10-CM (OVER < WArm - �.. Ek'OPNG PROPERTY LINE PINE ''- l2°PALM (SEE NOTE 5) - B°OAK & PALM l 5" PINE 2' PLNE oo- Q 0'\- EXISTING RETAINING WALL EXISTING ThI HUT /\ 1I.j OT PID:341 510-0 R 1201-1 I I o I \• C.t I <r, I J EXISTING CONCRETE 7 PATIO N26.07'54"E - 25.01' 5" OAK (ADV DECAT) 12'PALM w1Ci00T9 --- 10° OAK (OVER 0 5' 10' 20' WATM - o SCALE: 1" = 20' 6° OAK BKp v �•w v 10.PAL V „ : ;- B" OAS (ADV DEC*) ' Cd l LM r 4OAK (AD V DECAL PINE J DEN5E PALMETTO lO' PINE Y w: \� t� �t PALMETTO PALMETTO MATCH LINE (CC / 6'-O" DRAINAGE d Ne' UTILITYEA5EMENT (( `�.- 50' OAK / kk I t cA / h / I ) - 6' OAK i' , \ . I �� ftrr Y :. r^ , ... 5" OAK S `� - lO" P/NE /' / AL ' o " l2"PA PINE, ( "I( ,•?f - STUMP ... z r }: �r'i �2'PALM -/2. B" OAK STUMP - �;�• / `tIO' PALM �� / 0EN5, PALM /PALMETTO--r M / \ N09.48'24"E a"PAM-, l ' � -O'CAK , tiY, ��// PROI LINE T \ A\' / (SEE NOt'E 5) 16.10 ' �`•J ,a �;,. "`_l a, PIIN7E�/�/� DENSE PALMEii'O i xk _ -lO"Pi /S I.JL1llLS L�1 L`� 10, PINE W STUMP i U ) - ' ;I N35006' 13"E k ` ILI �' 32.00' OAK 97UMP - OAK 1 1 e • lO PALM \ ��..' /� L�;'lO"PINE •.GfUSTER �..,^•-1Z4" _('r 'I O (•0"YINE- Iv • .. • f ff r i 15'PINE' N 17.30 28 E - _ ' I �,�' `� a°ENE 27.43�-�•P""•1,•��1. r&O l0"PINE 5NMP `��� / ass„!`B"OAK STUMP I I � (DOCK N30.01'00"E - EXISTING ("� 32.85'- AC PAD 6'-O" DRAINAGE 4 O7 r t� UTILITY EASEMENT EXISTING UTILITY o K POLE ANCHOR OVER wA /o"P 1 EXISTING UTILITY PEDESTALS OVER WA ♦ t B (OVER•W�R) ` `F / v w ' 15"PALM EXISTING UTILITY POLE5 �• r, eagti'/l///l!f•�` 717 `i WaSn our MATCH LINE (CONTINUED @ RIGHT) COUNTOUR LINE SEPARATING FEMA FLOOD ZONES ACCORDING TO FEMA FIRMETTE PANEL 020OJ -A-A- OVERHEAD UTIUTYL1NE5 ' GRADE ELEVATIONS VD 66) EXISTING (NA Ak FLFv= s.z' PROPOSED ELEVATIONS (NAVD 66) ^^-^� PROP05ED CONCEPTUAL DRAINAGE FLOW MHWL MEAN HIGH WATER LINE i a OAKTREE PINETREE PALMTREE J(i WELL REVISION CLOUD A) / f :A e' ✓ / - e'P•„ `ONL9T PALM T APPROXIMATE 5' OAK (IN MEAN HIGH WATER LINE RIVER) (SEE NOTE 5) \ „1 V ^: PLAT _ i \._.. YOUNG PALM P PLANTED PALM O B' OAK / �^ 15' PINE 5TUMP (OVER WATER) �, T l� tir e^OAK �v � ATE'•, W R) •LP NTED M 10' PALM (OVER WATER) l 0" PINE ---- l 0" PALM --1 6" OAK 6°OAK 1� T. 10' PALM (ovER wArEz)! h Y' j t PALMETTO f V i 6.OAK ✓, A �,! / 10" AIM ......°YO"OAK ' }'(OVER WATERJ t Cr PALM 2" PINE -. 5' ZONE AE 24" t TRUNK OAK \. r 1_. 6 oAK I (ADVANCED �ECAn ¢ ff ,.,_ ,.. • l 5" P "yfi0075 r ��, JO"PALM PALM NVOOTS) =l5°PINE `---PLANTED PALM I2'PALY--- --- -. PLANTED PALM l O'PALM .74 ACRES± 759605 SQUARE FEET) 12 r ��'�,d•.J 11 IO"PINE6TUM/i� DENSE •, ' ) PALMETTO YOUNG: ."'�.0 I PALM / f2•P/NE I P1NE+�.�- ' i t• ', x ..-8' PINE I « f 1 `-lO"PINE ---- l 0" PINE11 1 .{nor I "^", `Y-". 10. PINE I '-- lO PINE t r"�\°' ZONE X l O"PALM I UNDERGROUND ELECT /f TO FUTURE DOCK 20=0" / ONTINUED @ LEFT) fffff_� �s e� 711 PID: 3419-510-0225 1 9 -000-4 R1201-1619 I I DI I I I 1 \ ' �\ I � I` D I ZONEX I \ (OTHER) I D \ I ,I f LOT 11 D PID:341 9'-510-0226-000-1 OR 3099-206 I I � ; I I ,IN, D j EXISTING I A` , WECC NOTES: 1. A WELL 15 NOT PROPOSED. 2. THERE ARE NO WELL5 ON ADJACENT PROPERTIES WITH/N 75' OF THE PROPOSED DRA/NFIELD AND SEPTIC TANK. 3. PUBLIC WATER 15 AVAILABLE. 4, PUBLIC 5ElNER 15 NOT AVAILABLE. 5. THE MEAN HIGH WATER LINE AND ADDITIONAL SURVEY INFORMATION SHOWN 15 ACCORDING TO BOUNDARY SURVEY BY GCY, INC. FILE AND DRAWING NO. l3-1019-Ol-OI. G. ELEVATION5 SHOWN ARE NAVD 66 AND ARE RELATIVE TO PROJECT BENCHMARK Q END OF BEACH AVENUE 7. PROPOSED RESIDENCE LIES IN FLOOD ZONE X AND FLOOD ZONE AE-6 ACCORDING TO FEMA MAP NUMBER 12 / I I CO260J, PANEL 2,50 OF 420, REVI5FO FEBRUARY 16, 2012. 6. TREES A5 SHOWN WERE LOCATED BYA FLORIDA PROFESSIONAL SURVEYOR AND MAPPER. I l i D: 3 - 14/5 QAO_P0-•'0QGL-; PA M _t /, a HOSE BIBB ON 4x4 1 5�3BACK t 1 O^24°Pl E \ 6 PO5T RISER. (VERIFY (L !----- �. - r " , LOCATION w/OWNER! , (y� / LOT 12 I 9- - 7-000-8 S•aAK \ � ' �,, ,A.` � : i a, { `�, 1- D.341 510 022 1 • %` TO•Py.. /Syr_/ REMOVE24"PINE (.,,,, ,. f _^ = s oAK - ''X•< •'A" �i ' nN DECA17 Ci R7 r . "^......�.-•-" 12°PALM ROOF M J,sh - t't •� Ib sp PiNe wFicus OVERHANG kv\ ZONEa '/s"oAK p�h<p31',.1� COtFOR 6'-O"DRAINAGE4 zAE-6 lS PAtiM , rr tr C4 ,A, : l /* \\ N cp 4) TILITYEASEMENT,.._..,-- Q� x . �._ r 2"PALM / ' • 3" OAK G� 1 I PALMS D FX15TING UTILITY POLES q . 3'i / m' 21. 16' EXISTING UTILTYPEDE5T L - - ` y •LIB' \ (V� PRO ti• S r Zo - - - - -e T j - - - - - q- j - - - - - - „• / .,° l2 PALM- \ 3i. t --m S89 48*. 9 W - ,99.1 6 EXISTING CHAINLINK FENCE FlNISYi FLO r t' M2'DAK ELEV= 9.2' L (( GI:b RDIOAK A r 1 r- '' •j(' / b� c � 6 ^OAK.t N "----------.+�i. --- - - - - -- � ---- ---- - -� --- b m EXISTING UTILITY POLE " : I EX/STING UTILITY POLE ANCHORS•, h f ' " i , . 12°PALM -- -x` Og Y'i `' '.-------------- EX15TING UTILITY POLE' I �� 9AKr ROOFOVERHANG �5/ h ------ AC --T-- -- --- r �� ' "w -- I I 0 PROP05ED j'A �2c�'' Rorose REAR BUILDING SETBACK 11 > / PROPOSED WOOD DECK N ONE STORY < e SEPnc Bgr o" I 1 SINGLE FAMILY �� �� TANK - - - �� �. 1 r LOT 1 5 ', - 10 OAK ' 05 RE5I0ENCE KEEP MIN, 5' A WA UNO85TRUCTFD� " " FROM PUBLIC ARPAAVAI AVAILABLE PROPERTYLINE PIQ:3419-510-0230-000-2 /UTILITY EQUIPMENT (SEE NOTE 5) I I/STING CHAINLINK PENCE t / to°PAM z"PALM-.. o o %PROPOSED 1 / ! COVERED_ y� C, ,SC_ A 1 I Al ANt ati ,,_QO • I 6'-O"ORA/NAGE 4 �• 'ENTRY�'��r UTILITYEASEMENTIfOSE 1BBB ON 4x4 CONCRETE 0S 3" N >" r l LOT 16JST RISER. (VERIFY SIDEWALK \ $ �� a Q ( 6� EXISTING WELL --- v 71 1p1 :3414 .5a.0.-0231-OOQ- \; / 7. _CATION w/OWNER) ,,' QO s _ ` `f �, ,` 72"•RALA•LNtB001S /'-� .y a Q QE \ I 1 1 1 - 0. 1200 5Q. Fr 1 1 I \ \\\ \ .30 ACaESt,� ; PROPOSED \ 1 v .. `v:• 6" K ,f v ARQG N J(12 94SQUARE FEFT h v v y /O OAK (EARLY .._ ;, .. / \ .l IO'P STUMP ''� r.�,. v" U„- 1 N . G , E _ 1-_ -�Y�- -_ - - - - - - f DECAn t"I �:,,... \ ' Cr: (a rL0' :`_ '_•- •� ai "EEDFALM r l w,I4°PINE x'•€ i. " ,� a \ "'� - (VOLDAK , G 56^OAK / aPu o5RUNK a"PALM - ; "r ROOF OVERHANG R�5 1ci u I OAK %A14rv'1�Y ,%i ,�.''` ?_t 'p" t,r`!D'Pi IlQ ,'°t N r�F i�\ 33,,�./:y'•,, �� PROPOSED ,v �Ir, Colo, \ `• O i h, eP 5/0E BUILD/NG SETBACK I N /DECAn , iFl I2 PALM / -- �_ ;��UNDERGROUN 5Lo"DRA/NAGEd �� ��'••\\', I ,.� ��,�... -ft •) ,` , rr 7 rv`'v �..� !" xrr -;/O ^- ,.....lD•PALM .T ., I �"' UTTLIfYEA5EMENT� • \.. / mL2"ftu f, / h , ., / ,., O O .,\ PUBLIC O \ 00'5ETBACK O \, - t _IO'PALMK0*D75-_____ _ REMOVE __ _-_ _a`_ _ '«k--ilULln__---� I o , jl s o 3 i . (. s /v/=ALM+ ____ �. -c --' 24"PINE r�'PIZ 24.OAK / t, O 2 -? 7� �� POTABLE O `. FROM MHW a•PALM 15' PINE \ o[�A �I`A'ATER LINE V) o `'_..s'• \./1111"PA1ML�'a' 1't,t `s n �I�(��1pA� 11-P 1 •. �YOAK _, " �>" 6 s�. i�'PQ�c LsLj'�: �• I = GK, � f I m• \\ �`'\ T' z4"oAK4 7�Q1 PAUv11Q,. .O.O t t ��� /\ • (LEAN1W 5OU1T11 � ..)..,1 �� .?'�•\ , '.-''"^--. 15^PALM PALM _� � Ji9ily'v a {I. � {,' fJ ',..Y � ../ �' I •,,\ \ rp` / /0"PALM-- ()ALMS (n PALM--Lt" 'i t., r J �T;L vE P, G,� i �.li' f /P"PAIN 'B°PALM 0 2 D lVE<b,4Y u T tj �r,"7a' Q G D�I�N� --- �VQ \Qa .__ ,\\ I U K 1 - J ( (}� R® PVC SLEEVE �`� 2 i 1; Z I EXISTING I �1v` li"Pig' T2" EXISTING UNDER DRIVE N t ,, . ,�ti. �, r �t�� ti �P :CHAINLINK Ql?Jd hlr6° I . FENCE DRIVEWAY TDPOFB6NK p ' / O t15TlNGPUBLICWATERLINE PROPERTY LINE (SEE NOTE 5) "`--- '�'- L 2 - 5'-O L - - - - - N OFF / ��� o k t ,/ t PUBLIC I-�/ATER LINE FXTEN T(3�.t �ti - - - - - - - - f -__ THE NORTHERLY RIGHT -OF WAY LINE OF BEACH AVENUE _ oAK Ij o"PAh1 � � , m I %I ni/ AYl/lAl TR/7 RV P;71 T Trt1lr ql - - N89'38'34"E - 305.84' 2aK r' ' PID: 3421-140-0000-000-3 LEGAL DESCRIPTION: PARCEL ONE. - LOT 16, BLOCK 16, RIVER PARK, UNIT TWO, ACCORDING TO THE PLAT THEROF AS RECORDED IN PLAT BOOK 10, PAGE 72, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. AND PARCEL TWO: THAT PORTION OF THE NE 14 OF SECTION 2 /, TOWNSHIP 36 SOUTH, RANGt= 40 EAST, BOUNDED ON THE SOUTH BY THE WESTERLY EXTFNSION OF THE NORTHERLY RIGHT-OF-WAY OF BEACH AVENUE AS SHOWN ON THE PLAT OF RIVER PARK UNIT 2, BOUNDED ON THE EAST BY THE EAST LINE OF SAID SECTION 2 /, AND BOUNDED ON THE NORTH AND WEST BY THE NORTH FORK OF THE ST. LUCIE RIVER, ST. LUCIE COUNTY, FLORIDA. -BANK _f--7arPALM_- `ter\ i B'OAK-'77-7,11 ,5 PINE Y'I t 5 �•I °Yl"ES PROJECT BENCHMARK, PUBUSHED 17'' Wlk ELEVATION OF 6.29 FEET NAVD 66 FOUND l 0' POURED IN PLACE CONCRETE MONUMENT WITH DISK, A SFWMD BENCHMARK, DESIGNATION 5LNF BM2, STAMPED 5LNF BM 2006; FOUND 0.2' BELOW GROUND 42.5' WE5T FROM END ASPHALT AND WEST EXTENSION OF NORTH EDGE ASPHALT OF BEACH AVENUE. HAVING A PUBLISHED ELEVATION OF 6.29 FEET NAVD 66 - $89.4859"W -- .25' J� S;_ _ PROPOSED CONCRETE FR EDGE OFA5PHALTTO,G . VELORI AY- EXISTING SIGNS CENTERLI RIGHT-OF-WAY ACH AVENUE ; HEALTH NAIL0 D15K BENCHMARK : GREEN NAIL � DISK ON N 5/DE OF BEACH A'VE NEAR DEAD END - ELEVATION OF 7.53 FEET NAVD 66 MJ UM Dl5 NCE ORIVEKAY TO PROPERTY LINE 14' O" TING 24" RRUGATEC METAL PIPE OF EXl5TlNG SPHALT `NI'�f••R`_ ;ti j' r•.� .'2:• ''.,Y' .••i^•it ,}rP: `i • •,'l,.` •: f�•; � t:' 4 I/ F A �/ F • File CA SITE PLAN with Tree Locations , pr I II = 20' CONSTRUCTION DOCUMENTS 701 5HT. NO. A-3 OF 13 CL o. m 0 co 00 N M N CLEAN our TO SEPTIC BUILDING WALL SYSTEM .'�� CLEAN s, our 4" VENT THROUGH e' ROOF 4" WASHE VENT STACK I 2" AIR I ADMITTANCE VALVE I SINK w/ I %2i I D15FO 2„ r. /%2" I 3 I WATER CLOSET-2" � 2 I 5HOWEl�� I LAV 2" ARSVpPE BAR 2„ 2" AIR Q ADMIT- FXTERI( TANCE 3/NK VALVE / 3" DRAIN 4„ 3„ — BUILDING 4" VENT THROUGH ROOP--,,,� L I 4" VENT I STACK WATER I CLOSET 1 LAVATORY \" TUB 1 DRAIN, WASTE * VENTING LEGEND SOIL / WASTE PIPE — — — — VENT STACK SEE PLAN FOR LOCATION AND VENT SIZE O/1 z Z U4 } a O k 2' � CLEAN OUT WASTE VENT RISER Attic Floor Space: Main House (Entry, Living, Rear Porch, & Garage) = 2571.7 = 2572 sq.ft. Covered Porch = 342 sq.ft. MAIN HOUSE 2,572 sq.ft.: 150 sq.ft. = 17.15 = 17 sq.ft. 17 sq.ft. _ 2 = 8.5 sq.ft. Intake NFA = 8.5 sq.ft. Exhaust NFA 8.5 sq.ft. x 144 = 1,224 sq.in. Intake Plastic PC Components 3 piece Continuous Soffit Vent, Series 550 1-3/4 in = 7 NFA/I 1,224 sq.in. - 7 sq.1n./linear ft. = 174.8 = 175 linear ft Exhaust Certainteed Ridge Ven, 12 in. unfiltered = 18 sq.in./linear ft. 1,224 sq.in. - 18 sq.in./linear ft. = 68 linear ft. COVERED PORCH 342 sq.ft. - 150 sq.ft. = 2.28 sq.ft. = 3 sq.ft. 3 sq.ft. - 2 = 1.5 sq.ft. Intake NFA = 1.5 sq.ft. Exhaust NFA 1.5 sq.ft. x 144 = 216 sq.in. I ntake Plastic PC Components 3 piece continuous soffit vent, series 550 1-3/4 in = 7 NFA/lin 216 sq.in. _ 7 sq.in./linear ft. = 30.8 = 31 linear ft. Exhaust Certainteed Ridge Ven, 12 in. unfiltered = 18 sq.in./linear ft. 216 sq.in. _ 18 sq.in./linear ft. = 12 linear ft. Attic Ventilation Calculations ,/ NOT TO SCALE � LOCATE ALL NECESSARY ROOF PENETRATIONS ON N OR NE 5LOPE5 ONLY- VERIFYALL ROOF PENETRATION LOCATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION HVAC CONDENSER UNIT LOCATED BELOW ROOF OVERHANG O N O ' LIMITS OF BUILDING ENVELOPE BELOW (M') \ AIR HANDLER UNIT LOCATED BELOW �x 1AhV— A/C PLENUM W.�. ... FAN VENT HOOD PLYWOOD ATTIC DECK TO EXTERIOR VENT VENT STA,CCK:f n� A STACK PLYWOOD ATTIC DECK / SEf ELEC7R%CAL PLAN / ATTIC 4'-O" OH / SCUTTLE / \ LIMITS OF BUILDING ENVELOPE BELOW (i?'P) — ' r I w� sto P/,1 / . oL� AA A-11 A -A A-11 NOT TO SCALE t VENTED ATTIC AREA J PLYWOOD ATTIC DECK AREA — O N OVERHANG s�oA �— PTAC UNIT LOCATED BELOW Kh hQ r i APPROXIMATE � LIMITS OF K CLEAR TRUSSES i FAN VENT ' TO EXTERIOR 1 VENT STACK BELOW �a r P� , FAN VENT TO EXTERIOR \ PLYWOOD ATTIC DECK AS \ TRU55E5 ALLOW / / / - COVERED ENTRY (BELOM ROOF & ATTIC PLAN , 11411 = 1 1-011 IQ_5 CONSTRUCTION DOCUMENTS ELECTRICAL LOAD CALCULATIONS TOTAL SQ. FT. UNDER AC = 1860 x 3 VA = 5580 VA 2 20 AMP APPLIANCE CIRCUITS 3000 VA 2 REFRIGERATOR 2400 VA 1 RANGE 12000 VA 1 FREEZER 1200 VA 1 DISHWASHER 1200 VA 1 WASHING MACHINE 1500 VA 1 DRYER 5000 VA 1 WATER HEATER 4500 VA 1 POOL PUMP 4500 VA 1 DOCK 12000 VA TOTAL 52880 VA FIRST 10 KVA Q 100% 10000 VA REMAINDER c@ 40% 17152 VA AC / HEAT 18000 VA TOTAL 45152 VA 45152 1240 = 188 AMPS USE NEW 300 AMP SERVICE PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THROUGHOUT ELECTRICAL CALCULATIONS 3 NTS A-6 ELECTRICAL MOTE5 200 AMP WIRING TROUGH HOUSE PANEL (3) 06, #10, '14" CONDUIT PANEL WEA THERPROOF POOL EQUIPMENT PANEL (3) 350 MCM IN 2%2" (3)03, A6, I %z" CONDUIT CONDUIT UNDERGROUND ELECTRICAL SERVICE - (3) 3/O, #6, 2" CONDUIT 04 CU. GROUND TOP TO CW PIPE/ BUILDING STEEL 8 DRIVEN TO GROUND ROD ELECTRICAL RISER UNDERGROUND ELECTRICAL TO METER Qa POLE UNDERGROUND / ELECTRIC SERVICE SHUT-OFF r•"rw crcci vFnm Fna nrwFa RnnF nVFRHANn� �- cb ; r 1. A WEATHERPROOF DUPLEX RECEPTACLE WITH G.F. C.I. PROTECTION SHALL BE FURNISHED AND INSTALLED \ \ ADJACENT TO EACH AIR CONDITIONING UNIT, • REFER TO PLAN FOR ACTUAL LOCATION OF AIR CONDITIONER UNIT. 2. ALL D15CONNECT 5WITCHE5 SHALL BE HEAVY DUTY TYPE WITH BU53MAN TIME DELAY, DUAL ELEMENT AND CURRENT LIMITING F03E5. 3. ALL SPECIAL PURPOSE OUTLETS SHALL BE PROVIDED TO MATCH EQUIPMENT TO BE SUPPLIED. 4. THE ELECTRICAL CONTRACTOR IS TO VERIFY THAT A/C AIR HANDLERS COME SUPPLIED WITH FACTORY INSTALLED DISCONNECTS. 5. SWITCH, RECEPTACLE, JACK AND WALLCOVER PLATE COLOR SHALL BE CON515TENT THROUGHOUT. 6. PROVIDE AN 150LATCO GROUND RECEPTACLE WITHIN 12 INCHES ADJACENT TO ALL CAN OUTLETS AND COMMUNICATION PORTS. INDIVIDUAL GROUND CONDUCTORS SHALL BE EXTENDED FROM RECEPTACLE TO PANEL BOARD. RUN ANY ADJACENT RECEPTACLES HIGH VOLTAGE CONDUCTORS AWAY FROM AND PERPENDICULAR TO PHONFIDATA CABLE ANDIOR COAXIAL CABLE UNTIL A 3 FOOT SEPARATION HAS BEEN ACHIEVED. DO NOT RUN HIGH VOLTAGE CONDUCTORS ADJACENT TO PHOA(r.VATA CABLE OR COAXIAL CABLE, MAINTAIN A MINIMUM 3 FOOT SEPARATION BETWEEN HIGH VOLTAGE CONDUCTORS AND PHONFIDATA CABLC OR COAXIAL CABLE WHERE AT ALL POSSIBLE. WHERE A HIGH VOLTAGE CONDUCTOR MUST CRO53 A PHONE/DATA OR COAXIAL CABLE C9055 AT 90 DEGREES TO ONE ANOTHER. 7. ALL COAXIAL CABLE SHALL BE RG-6 QUAD SHIELD COAXIAL, 5. CONTRACTOR TO VERIFY WITH OWNER NIA WALK-THROUGH, PRIOR TO INSTALLATION) LOCATION OF ALL LIGHTING AND SWITCHING. n r----�... FUTURE I / wRCe\` M I / . / � 50FOT DOCK I \ PANEL A x JUNCTION BOX HB �rrl NTS J rr 4" CONCRETE SLAB w/ 8" THICKENED EDGE ✓ x ' 4" CONCRETE PAD w/ THICKENED / tVII EDGE (ISOLATE / z '' (B Ow It FROM STRUCTURE) $ SINGLE POLE SWITCH (HEIGHT 46" AFF TYP) $Z TWO WAY (THREE POLE) 5WITCH $3 THREE WAY (FOUR POLE) SWITCH $° SINGLE POLE SWITCH w/DIMMER $A THREE WAY SWITCH TO ATTIC (ILLUMINATED WHEN ATTIC LIGHT 15 ON) ® PUSH BUTTON FOR DOOR BELL OR GARAGE DOOR OPENER +42' HEIGHT ABOVE FIN. FLOOR AS NOTED CONNECTION5 FROM SWITCH TO FIXTURE Cf NTERLINES INDICATE FIXTURE ALIGNMENT DUPLEX RECEPTACLE - 120V MOUNTED HORIZONTALLY (lYP) HALF SWITCHED DUPLEX RECEPTACLE (SWITCH LOWER SOCKET) 220V RECEPTACLE �cfa DUPLEX RECEPTACLE - GROUND FAULT CIRCUIT INTERRUPTER (SEE NOTES) =@WRC DUPLEX RECEPTACLE wANEATHER RESISTANT COVER ® LOW -PROFILE PLUGMOLD 5Y5TEM ® DUPLEX FLOOR OUTLET (5EE NOTES) s°a w/AUTOMATIC SENSOR (TO COMPLY WITH, 325 5AFf;7­YANP CONSTRUCTION CODES) EXTERIOR SECURITY L H H ADJACENT SWITCHED (50FFIT Arinr/NTFD) rF(7 RFCFPTACI F \ `"RC a � SOFFrr f F UTUR/ E POOL / a FAUIPMENT SHUT --OFF A CONSTRUCTION wR/ —...� '�pp\ 50FPC�IT DOCUMENTS �O \ L� �tigA� "ll� ELECTRICAL PLAN ALL DIMENSIONS SHOWN ARE ROUGH DIMENSIONS UNLESS NOTED OTHERWISE I /411 = I 1_011 ELECTRICAL LEGEND CEILING MOUNT LIGHT FIXTURE SURFACE MOUNTED FLUORESCENT CEILING MOUNT PENDANT LIGHT FIXTURE LIGHT FIXTURE 2 FT. CEILING RECESSED LIGHT FIXTURE ceawc mouNr CEILING MOUNT FLUORESCENT LIGHT CEILING RECESSED LIGHT FIXTURE WITH FIXTURE 4 FT., 2 TO -LIGHT STRIP ADJUSTABLE ELBOW WALL WASHER TRIM `"rr (MINIMUM l 2" FROM WALL) ARROW shoe HANGING FLUORESCENT SHOP LIGHT DENOTES DIRECTION OF BEAM =(D FIXTURE 4 PT., 2 TO -LIGHT STRIP WITH CEILING RECESSED LIGHT FIXTURE WITH ADJACENT SWITCHED RECEPTACLE WEATHER RESISTANT SEAL UNDER MOUNT PUCKLIGHT FIXTURE INTERIOR TRACK LIGHT ("=WEATHER RESISTANT SEAL) WALL MOUNT CL05ET LIGHT FIXTURE EXTERIOR POST LIGHT FIXTURE vo R (DOOR = DOOR ACTIVATED SWITCH) Y GH WALL MOUNT SCONCE LIGHT FIXTURE O CEILING FAN w/ LIGHT svP CEILING PECE33ED EXHAUST FAN w/LIGHT ( VP - OCR O VAPOR PROOF) VENT TO EXTERIOR Q SOFFIT) PC O PULL CHAIN CEILING RECESSED EXHAUST FAN > < VENT TO EXTERIOR ® DOOR BELL CHIMES MEDICINE CABINET wm J WATER HEATER T❑ PROGRAMABLE THERMOSTAT sn DUAL 5EN30R SMOKE * HEAT DETECTOR (CEILING MOUNTED) CARBON MONOXIDE DETECTOR °O (WALL MOUNT Q 24"AFF) ® l A COAXIAL CABLE CONNECTION TELEV 5/ON J CK / TELEPHONE JACK CONNECTION ►i- DATA JACK (CAT 6 CABLE) CON CTION g UNDERGROUND ELECTRICAL yle C ��! �' SERVICE ENTRY POINT Lm DISCONNECT 5WITCH bb.-I ELECTRICAL PANEL BOX J O 5HT NO. A-6 OF 13 +R -01111 REF LIKES SIZES NOTES: TRANE HEAT PUMP HVAC LEGEND SUPPLY REGISTER SUPPLYLINEAR SLOT DIFFUSER SUPPLY/ RETURN DUCT SUPPLY FLEX DUCT ® RETURN REGISTER TQ— PROGRAMAOLE THERMOSTAT SEE ELEC7RiCAL PLAN FOR CEILING RECESSED LIGHTS $ FANS ( SHOWN FOR LOCATION INFORMATION ONLY * NOT INCLUDED A5 PART OF HVAC 5Y5TEM) AMEASimliffl a,+ AC EQUIPMENT SCHEDULE komlkAL}.NNAbE "" IAA AI IrAuk ! HVAC EQUIP 16 w �.. Qcfmnx 12x2 12x2 11 2cf49 ctm 49 can Digitally s by Date: 2018.04.10 r.o iw 6+. '941- Not To Scale OR 20x24z ' ` 2 14x12 ,....... x16 8x4 ° 19Gfm 9 Orin 8X8 4 U 106 din 6a T t 18x2 AAk-) TER BEDROOM W A 8 103 cfm 60 w HVAC NOTES: I. Verify duct, register, and thermostat sizes and locations with architect prior to installation. 2. Install Robert 5haw model P54000, 7 day programmable backlit thermostat. PO Box 882032 Port Saint LuGie, FL 34988 Phone.- 772-882-5700 tom@,procales.net r` For 17 Sunrise Blvd. Ft. Fierce, Fl 34982 141, Od d HVAC SUPPLY & RETURN PLAN , 1 14" = 1 '-011 A- CONSTRUCTION DOCUMENTS r 5HT. NO. A-7 OF / 3 00 00 0q, > O I5HED FLOOR DOOR SCHEDULE SIZE Mark Manufacturer Series Size Code Door Type Configuration Door Material Finish Glazing Remarks Width He' ht Thickness I 3'-0" 6'-0" 1 3/4" THERMATRU 3MOOTH-51AR 5g / 000 SOLID CORE FLUSH PANEL SINGLE HINGED SMOOTH FIBERGLASS PAINTED NONE VERIFY MODEL WITH ARCHITECT NO13E REDUCTION IN-5W/NG 2 1'22 B'-O, / 3/4" THERMATRU S6/0865/. /44XB'-O" GLAZED 5/0EUTE FIXED SINGLE FIXED PANEL PAINTED LOWE, LAMINATED VERIFY MODEL WITH ARCHITECT 3 I '-20 B'-O" l 3/4" THERMATRU 56l0665L 14'X 8'-O° GLAZED 519MITE FIXED SINGLE RXEP PANEL PAINTED LOWE LAMINATED WRIPY MODEL WITH ARCHITECT 4 6'-0" 610" 2 //6° PGT 5GP770 2PRT DOUBLE SLIDING GLA53 XX ALUMINUM C GLASS CLEAR ANODIZED LOWE, LAMINATED NO GRID 5 9'-0" 8'-O" 2 //8" PGT 56D 770 3P3T TRIPLE SLIDING GLA33 XXO ALUM/NUM C GLA55 CLEAR ANODIZED LOWE, LAMINATED NO GRID 6 910" 6'-O" 2 //B" PGT -',Go 770 3P3T TRIPLE SLIDING GLASS 0" ALUMINUM ¢ GLASS CLEAR ANODIZED LOWE, LAMINATED NO GRID 7 3'-O" BL D° 1 7/6" PGT F0750 3000 SINGLE FRENCH SINGLE HINGED ALUMINUM E GLASS PAINTED LOWE, LAMINATED NO GRID 6 3'-0" B'-O" 1314. THERMATRU SMOOTH STAR Sd / 000 SOLID CORE FLUSH PANEL SINGLE HINGED SMOOTH FIBERGLASS PAINTED NONE VERIFY MODEL WITH ARCHITECT NOISE REDUCCTION OUT15MNG 9 / 6'-0" 6' 0" l 414" CLOPAY MODERN STEEL 16' W. WB OVERHEAD 5ECRONAL GL-GL-GL-GL 57EEL GRAY INSULATED CLEAR TOP 9206 5EC5 1,2,3,4 ROW, 055CURff LOWERS 3'-0" 6'-8" l3/4" -- -- INTERIOR SOLD CORE 5/NGLE HINGED D PAINTED NONE VERIFY MODEL WIYH ARCHITECT FLUSH FLUSH PANEL IN-5WING I I 2'-6" 6'-6" 1314. -- __ __ INTERIOR SOUP CORE POCKET WOOD PAINTED OBSCURE GLA55 INSET -- FLUSH PANEL 12 2, 0" 61-B" 1 3/4„ -- -- __ INTERIOR SOLID CORE SINGLE HINGED WOOD PAINTED NONE -- FLUSH PANEL 13 2, 8° 61-6" 1 3/4" -- -- _ INTERIOR SOLID CORE SINGLE HINGED WOOD PAINTED NONE -- FLUSH PANEL 14 2'-B" 61-B" 1314. -- __ __ INTERIOR SOLID CORE SINGLE HINGED WOOD PAINTED NONE -- FLUSH PANEL 15 2'-41 6-6" 1 3/4" -- -. -- INTERIOR SOLID CORE POCKET WOOD PAINTED OBSCURE GLASS INSET -- FLU511 PANEL 16 211131 6'-B" 1314" -- __ __ INTERIOR SOLID CORE POCKET K490D PAINTED NONE -- FLUSH PANEL 17 2_0, B' 0" 1 3/4" -- _- __ INTERIOR SOLID CORE SINGLE HINGED WOOD PAINTED NONE MIRRORED FACE FLUSH PANEL l B 2'-B° 61-B" 1 3/4" -- -- _- INTERIOR SOLID CORE POCKET WOOD PA/NTP OBSCURE GLASS INSET -- FLU5H PANEL 19 210, 6'-B" 131W __ __ __ INTERIOR 50LID CORE SINGLE HINGED WOOD PAINTED NONE -- FLUSH PANEL 20 2'-6" 6'-B" 1 3/4" -- __ __ INTERIOR SOLID CORE 5/NGLE HINGED WOOD PAINTED NONE - FLUSH PANEL 91 2'-8' 6'-8" l 3/4" -- -- -- INTERIOR SOLID CORE SINGLE HINGED W000 PAINTED OBSCURE CLASS /N9Ei -- FLUSH PANEL 22 2'-3, 611B" 1 3/4" -- INTERIOR SOLID CORE ROCKET WOOD PAINTED NONE - FLUSH PANEL 23 1 5'-0° 1 6-6" 1 3/4" -- -- -- INTERIOR FLUSH PANEL BYPASS WOOD PAINTED NONE -- EXTERIOR DOOR ELEVATIONS 2 ALL ELEVATION5 VIEWED FROM EXTERIOR 112 " _ 0' A-8 FINISHED FLOOR I'M L K LFINISHED FLOOR DOOR SCHEDULE NOT TO SCALE WINDOW SCHEDULE SIZE Mark Manufacturer Series Size Code Window Type Window Material Finish Glazing Remarks Width Height A 2'-2 //2° 2'-2" PGT AW740 H32 FIXED W/CORNER MULL ALUMINUM CLEAR ANODIZED LOWE, MATCH ADJACENT LAMINATED AWNING B 2'-2 I/2° 2'-24 PGT AW740 H32 AWNING W/CRANK (MULL) ALUMINUM CLEAR ANODIZED LOWE, LAMINATED _ C 2'-2 //2° 2'-2" PGT AW740 H32 AWNING W/CRANK (MULL) ALUMINUM CLEAR ANODIZED LOW e, LAMINATED _ D 2'-2 I/2° 2=2" PGT AW740 H32 AWNING W/CRANK (MULL) ALUMINUM CLEAR ANODIZED LOWE, LAMINATED E 3'- I " 6'-4" PGT CA740 26 FIXED W/MULL ALUMINUM CLEAR ANODIZED LOW E, LAMINATED _ F 3'- l " 0-40 PGT CA740 26 FIXED W/MULL ALUMINUM CLEAR ANODIZED Lowe, _ LAMINATED G 3'--I" 6'-4" PGT C4740 26 FIXED W/MULL ALUMINUM CLEAR ANODIZED LOWE, LAMINATED _ H 3'--I" 5'-3° PGT CA740 25 CASEMENT W/MULL ALUMINUM CLEAR ANODIZED LOWE, LAMINATED EGRE55 I 3'- l " 51-3" PGT CA74C 25 FIXED W/ MULL ALUMINUM CLEAR ANODIZED Lowe, MATCH ADJACENT LAMINATED CA5EMENT9 J 3'-l" 5'-3° PGT CA740 25 CASEMENT W/MULL ALUMINUM CLEAR ANODIZED LOWE, EGRESS LAMINATED K 3'-/" 2'-2, PGT AW740 22 AWN/NG W/CRANK (MULL) ALUMLNUM CLEAR ANODIZED LOWE, LAMINATED _ L 3'- l " 2'-2° PGT AW740 22 AWNING W/CRANK (MULL) ALUMINUM CLEAR ANODIZED Lowe, LAMINATED _ M 3' I " 2'-2° PGT AW740 22 AWN/NG W/CRANK (MULU ALUMINUM CLEAR ANODIZED LOWE, LAMINATED _ N 2'-2 //2° 2! 2° PGT AW740 H32 AWNING W/CRANK (MULL) ALUMINUM CLEAR ANODIZED LOWE. _ LAMINATED O 2'-2 I/2" 2'-2" PGT AW740 H32 AWNING W/CRANK (MULL) ALUMINUM CLEAR ANODIZED LOW E, LAMINATED _ "ee-2 I/2° 2'-2, PGT AW740 H32 AWNING W/CRANK (MUW ALUMINUM CLEAR ANODIZED LOWE, LAMINATED _ WINDOW SCHEDULE NOT TO SCALE 00. .... ....... 0 000 Copy CONSTRUCTION DOCUMENTS WINDOW ELEVATIONS ALL ELEVATION5 VIEWED FROM EXTERIOR 11211 = 1 1 —Q 1 1 5HT. NO. A-& OF 13 i STUCCO (BEYOND) 4'-O" ABOVE FINISHED FLOOR 600 5TEEL POST REINFORCED CONCRETE 5LAB (5LOPE Ye " PER FT) GRADE) --\ m FRONT ENTRY DOOR ENTRY (SE) ELEVATION GRADE 1/4 11 = I '-0" A-9 CONTINUO05 RIDGE VENT (TYP) Rya-+�'SC STRUCTURAL POST FINISHED FLOOR WALKWAY DRAWING HALFTONE INDICATE5 OBJECTS NOT PERPENDICULAR TO VIEW (SEE KEYPLAN @ RIGHT) RIDGE VENT (TYP) DRAWING HALFTONE INDICATE5 OBJECTS NOT PERPENDICULAR TO VIEW (SEE KEYPLAN @ RIGHT) DRAWING HALFTONE INDICATE5 OBJECTS NOT PERPENDICULAR TO VIEW (5EE KEYPLAN @ RIGHT) + I5'-O" + HIGH POINT OF ROOF ABOVE F1N15HEO FLOOR ASPHALT 5HINGLE5 (TYPICAL) 12 CONCRETE APRON FRONT (SW) ELEVATIONrl 1/4" = I' SIDE (SE) ELEVATION A 9 1/4 1 0 TILE CAP (BEYOND) GRADE REAR (NE) ELEVATION 4 I /4" = I '-011A-s North KEY PLAN 2 North KEY PLAN North KEY PLAN Q3 0 4 CONSTRUCTION DOCUMENTS h V r v v r N 12 4 Yz r .... .. ••••.• '^w^Mmai.m��.v ..JM...�m..i "..::a.-m.'w uu:.M.3 w0.3 �.-i�_�iL� �_ _sue i�Gva�i-i'i.'� ��r'i.g�FJa .....e .. ....... ��C? �—=T��Z'i-�Y a'1� ii= �a .a a •� .."': ... "^: � `. � _ __'_a : � a sss ��u �� a a -���•� s �azv_�� _ _ _a_a _� �a��ri��-a �. ��s• � �a �� � �— .. .....bY .f ..... -"fir. i q�-........w...oawnw.vn...........�». • • .. wmmwarcc. cvwmwam w........r.m�-wvuu�.. .. �.. �.mwe..' • •w�••• ...'uKtSF �.,,.�'LA: «ep v�2. •,—'T1 - 'Ss?3&Z +-SiY'^'=s'-hb�'6+ a •��� � _ _ _ _ — _ _ ..... ........... W — � :.__... .. .,,..-xo>w�- > •--_-s- �xxx.......�xwx+.. ... ... ..... .. ...., �:. _"..".w...�,m...a '._ _......n,.m .... .,. _ — — -- _..«W... _ ___ __ �u� is .. v arv�s +s a-r�- ai.c ENTRY (NW) ELEVATION 11411 = 1 '-0 NOTE: DRAWING HALFTONE INDICATE5 OBJECTS NOT PERPENDICULAR TO VIEW (5EE KEYPLAN @ RIGHT) ANY NECE35ARY ROOF PENETRATIONS TH15 .SLOPE AND NORTHEAST SLOPE ONLY NOTE: DRAWING HALFTONE INDICATES OBJECTS NOT PERPENDICULAR TO VIEW (5EE KEYPLAN @ RIGHT) SIDE (EAST) ELEVATION 11411 = I '-0' GRADE REAR (NORTH) ELEVATION NOTE: DRAWING HALFTONE INDICATE5 OBJECTS NOT PERPENDICULAR TO VIEW (SEE KEYPLAN @ RIGHT) 11411 = I '-O GRADE STUCCO (BEYOND) 6 0 STEEL P05T SIDE (NW) ELEVATION 1 /4" = 1 '-0' North KEY PLAN North KEY PLAN North KEY PLAN , * F'_COPY LL LL C LL o� (j CONSTR UCTION DOCUMENTS m N n O N ib N N GRADE) /2 4 f2 I I're, STUCCO c FINISHED ' FLOOR q, 'I ENGINEERED WOOD TRUS✓°' �w hz + 9'-6" TOP OF BEAM x SEE STRUCTURAL PLANS FOR ADDITIONAL BEAM 8 CONNECTION INFORMATION ALLOWED FOR SHIM AS REO'D GYPSUM BOARD+ FOR 5CUT0 RETURN (BEYOND) SEE SECTION A''. FOR ADDITIONAL INFORMATION CONTINUOUS SEAL CASEMENT WINDOW I w/COMPATIBLE (SEE PLAM #SCHEDULE I '', SEALANT A5 PER FOR SIZE) WINDOW MANUFACTURL WIND RESISTANT FLUSH PRECAST CONCRETE WINDOW SI---\! BULLN05E TILE SILL ((YP) STUCCMU SHELF RECESSED I-1BELOW FIN15HED SLAB FLOFIN15HED O' 1 %" +O'--OCONCRET€SL Ak FINISHED IE (GL= WAY FROM IIQ + I5'--O" + HIGH ENGINEERED WOOD TRU55 t 9'--6" TOP OF BEAM GARAGE DOOR (5€E PLAN 8 SCHEDULE FOR MANUFACTURER AND SIZE) CMU SHELF RECESSED I %2" BELOW FINISHED CONCRETE SLAB FLOOR (BEYOND) -�— CONCRETE APRON RIDGE CAP AS PER SHINGLE MFG9 5 INSTRUCTIONS - RIDGE VENT (BEYOND) r VFNT€D AMC +I Q R� uj U 4'-O" CLEAR 4'-O CLEAR (PLYWOOD) (PL OD) %2" PLYWOOD DECK (SEE ROOF PLAN SHEET 6) SEE SECTION A FOR ADDITIONAL INFORMATION LIVING AREA KITCHEN (BEYOND) SEE STRUCTURAL PLANS FOR ADDITIONAL INFORMATION 5EE 5TRUCTURAL PLAN5 FOR ALL FOUNDATION DETA OF ROOF ABOVE FINISHED FLOOR 12 �4A "ALLOWED FOR 5HlM —=m 2x8 BOTTOM CHORD GYPSUM BOARD RETURN 'I BULLNOSE TILE SILL VENTED ATTIC w 4'-O" CLE R BEYOND GARAGE 2L 2" 4- CLEAR 2xB BOTTOM CHORD PLYWOOD OVERHEAD GARAGE DOOR I ACKROOM" M USE COMPATIBLE SEALANT Q ALL GAPS AND AROUND ALL WALL PENETRATIONS DROP TRUSSES TO ALLOW 4�-6" FOR OH GARAGE DOOR 9'--6" FINISHED BACKROOM =(OPENING HEIGHT + 18') w HEAVY-DUTY PULL -DOWN STAIR GARAGE WZ L� SEE STRUCTURAL PLANS j SEE SECTION FOR ADDITIONAL U A FOR INFORMATION ADDITIONAL INFORMATION PAINTED CLAM5HELL PINE BASEBOARD THROUGHOUT GARAGE 5EE5TRUrTUKAL PLANS i +I 4'-O" CLEAR PLYWOOD DOOR TO INTERIOR VUNDATION DETAILS AND ENGINEERED WOOD TRUSS 1W + 9'-G" TOP OF BEAM AWNING WINDOW (5EE PLAN* SCHEDULE FOR SIZE) CONTINUOUS SEAL w/COMPATIBLE SEALANT AS PER WINDOW MANUFACTURER WIND RESISTANT FLUSH PRECAST CONCRETE WINDOW SILL — STUCCO CMU SHELF RECESSED I %2 " BELOW FINISHED CONCRETE SLAB FLOOR S GRADE (5LOPEAWAYFROM HOU5E1 — SEE STRUCTURAL PLANS FOR ADDITIONAL BEAM * CONNECTION INFORMATION 12 4 %2 %2"PLYWOOD DECK (SEE ROOF PLAN SHEET A-5) r— 2x5 BOTTOM CHORD GYPSUM BOARD, 'LAMED d LEVEL w/ ✓IER d LATEX PAINT — WALL (BEYOND) USE COMPATIBLE SEALANT Q ALL GAPS AND AROUND ALL WALL PENETRATIONS FINISHED CONCRETE SLAB 1/4" = 1'-0" CROSS SECTION AA 2 112 — ENGINEERED WOOD TRUSS �w h= + 9'4" TOP OF BEAM x 4'-O" STUCCO CMU SHELF RECESSED I %2 " BELOW FINISHED CONCRETE SLAB FLOOR t0'-O"-0'-I-4,, a Nj,'�OQ2 �l A 8 2 GRADE Y g (SLOPE AWAY FROM HOUSE) `\ North KEY PLAN North KEY PLAN KEY PLAN • ICopy CONSTRUCTION DOCUMENTS CROSS SECTION B-B 3 11211 = I -01A41 2 L + 9'-1 " TOP OF BEA SEE STRUCTURAL PLANS FOR BEAM INFORMATION STUCCO CASING BEAD w/ COMPATIBLE SEALANT AROUND TOP OF POST 3" 4'-O" 600 STEEL POSTS (TYP) (SEE STRUCTURAL PLANS FOR ADDITIONAL INFORMATION) ENGINEERED WOOD TRU35 STUCCO CA5/1VG BEAD w/ COMPATIBLE SEALANT AROUND TOP OF POST - 51 EXTERIOR 50FFIT GYP5UM WALLBOARD CEILING - MATCH SOFFIT ELEVATION STUCCO 4,-5„ %"EXTERIOR SOFFIT GYPSUM WALLBOARD CEILING - MATCH SOFFIT ELEVATION SEE SECTION A FOR ADDITIONAL INFORMATION ELEVATION @ FINISHED INTERIOR SLAB GYPSUM BOARD RETURN CONTINUOUS SEAL w/COMPA7-16LE SEALANT AS PER DOOR MANUFACTURER - 12 4 /2 ENGINEERED WOOD TRUSS SEE STRUCTURAL PLANS FOR ALL BEAM AND CONNECTION IN u - O � "ALLOWED FOR SHIM BEAM ►, 41 W S � O SEE SECTION A o FOR ADDITIONAL o Nkl INFORMATION w m N O � C` M + 9'-6" TOP OF BEAM m W m Z + 8'- I I " TOP OF BEAM 5Ef STRUCTURAL PLANS FOR BEAM INFORMATION 2'-O„ 3 SEE SECTION D FOR ADDITIONAL INFORMATION 6'0 STEEL P03IS (BEYOND) (SEE STRUCTURAL PLANS FOR ADDITIONAL EXTERIOR DOOR INFORMATION) (SEE PLAN $ SCHEDULE) ND RECE53EO CMU SHELF Q DOOR LOCATION EXPRESSED CONCRETE SILL SECONDARY POUR @ CONCRETE RECESS @ FINISHED COMPATIBLE SEALANT POST BASE - (SEE CONCRETE SLAB (SEE STRUCTURAL PLANS) STRUCTURAL PLAN5) 8" 4" REINFORCED CONCRETE +O'--0_' FINISHED SLAB d v SLAB (SLOPE %e " PER FT) —_.. ELEVATION VARIES @ PORCH 5LA8� GRADE (SLOPE AWAY FROM HOUSfJ — ar?�W�LI%dly V 4 3/4" = 11-011 A-�z CMU SHELF RECESSED I -1 /2" BELOW FINISHED CONCRETE SLAB FLOOR ry ENGINEERED WOOD TRU55E5 �w %B"ALLOWED FOR SHIM 1n Z GYPSUM BOARD RETURN CONTINUOUS SEAL w/COMPATIBLE SEALANT AS PER DOOR MANUFACTURER SEE SECTION A FOR ADDITIONAL INFORMATION id 3/411 — 1 1-011 STUCCO (BEYOND) SLIDING GLA55 DOOR (SEE PLAN AND SCHEDULE) SCREEN @ SLIDING CLA53 DOOR CMU SHELF RECESSED 1- I/2" BELOW FINISHED SLAB FLOOR I I I 4" REINFORCED CONCRETE FINISHED CONCRETE SLAB 11, (SLOPE %" PER FT) so I I — +O'-O" FINISHED SLAB SECTION E 3/411 = 1 1-011 -.— GERTA/NTEED 12" UNFILTERED RIDGE VENT (@ RIDGE) ENGINEERED WOOD TRU55 12 CERTAINTEEL) LANDMARK PRO ASPHALT SHINGLES 4 /2 INSTALLED PER MANUFACTURERS' IN5TRUCTlON5 ..,, WATER RESISTANT UNDERLAYMENT OVER COX STRUCTURAL SHEATHING ROOF DECK PERFORATED RADIANT BARRIER _ SEE STRUCTURAL PLANS FOR ALL BEAM w AND CONNECTION INFORMATION "ALLOWED FOR SHIM ; �`;:r � r + 9'-6" TOP OP B 7-%4 " ROXUL MINERAL FIBER THERMAL GATT IN5ULATION (R-30) rr) 5/e "GYPSUM BOARD, SHIMMED 4 LEVEL STUCCO SOFFIT OVER RIB LATHE w/ CONTINUOUS / - 3/4 " 3/4 " MET w/ REMOVABLE VENT EDG PRIMER f LATEX PAINT (SEE ATTIC VENT CALCULATIONS Ix TI (2) lx4's SHEET A-5) USE COMPATBLE SEALANT _ 2x6 FASCIA OVER 2x6 SUB FASCIA ALL GAPS AND AROUND ALL WALL PENETRATION5 4'-0" CONCRETE BLOCK MASONRY UNIT 5/e"Gl?'SUM BOARD SET IN A RUNNING BOND WITH g PRIMED AND PAINTED CONCAVE JOINTS v� w/ LATEX PAINT O (HOLD AWAY PROM SLAB) STUCCO APPLIED IN A SCRATCH FIFOIL M-SHEILD COAT, A BASE GOAT, AND A FINE REFLECTIVE (R-4. I) SAND FLOAT FINISH COAT �u INSULATION OVER Ix ARCHITECT 70 APPROVE COLOR O PT WOOD FURRING AND TEvTURE PRIOR TO STRIPS @ 16" D.C. INSTALLATION @ JOB-5/TE) 2 3/4" EXTRUDED SEE STRUCTURAL PLANS POLYSTYRENE (XP5) FOR ADDITIONAL SEMI -PERMEABLE RIGID (R-4) INSULATION INFORMATION WALL BEYOND (SEE 5EG7'/ON B) BASEBOARD CMU SHELF RECESSED 1- 1/2" FIN/SHED CONCRETE BELOW FINISHED CONCRETE SLAB w/RE5ILIENT SLAB FLOOR FLOOR COVERING +O'-O" FIN15HED SLAB O'- l -%2 " CMU,' STUCCO CLEARANCE MINIMUM 6" ABOVE _ LATEX PAINT; POLYETH NE VAPOR GRADE (SLOPE AWAY FROM HOUSE) -- r BARRIER -EXTEND77777 AROUND SLAB AND , , SEE STRUCTURAL PLANS FOR FOOTINGS TO GRADE " \ , \' % ALL FOUNDATION OETAlL5 AND INFORMATION E CT I O N A � TYPICAL @ 48" OVERHANG �7 412 A -ALLOWED FOR SHIM MATCH HEAD HEIGHT (L SLIDING GLASS DOORS) DRYWALL RETURN -� 3EE SECTION A FOR ADDITIONAL INFORMATION CONTINUOUS SEAL w/COMPATIBLE SEALANT AS PER WINDOW MANUFACTURER BULLN05E TILE SILL (TYP) 3/411 _ 1 1_011 ENGINEERED WOOD TRUSS + 9'-6" TOP OF BEAM %" EXTERIOR SOFFIT GYPSUM WALLBOARD RETURN 4, O„ STUCCO (BEYOND) CASEMENT WINDOW (SEE PLAN d SCHEDULE FOR SIZE) WIND RESISTANT FLUSH PRECAST CONCRETE WINOOW SILL STUCCO WE 6:4' 5 File Copy 11 CONSTR UCTION SECTION F 17W� DOCUMENTS SHT. NO. A-/� OF / 3/411 = 1 1-011 we 0 _o 00 0 N 8 u 12 5EE 5ECTION5 A*CFOR ADDITIONAL INFORMATION TILE OVER STUCCO COUNTERTOP CABINETRY ENGINEERED WOOD TRUSS J + 9'- I " TOP OF BEIL* %1�- SEE STRUCTURAL PLANS FOR BEAM INFORMATION 4'-O" 67 STEEL POST (BEYOND) ( SEE 5EC77ON C ) WALL HEIGHT = 4'-O" ABOVE F1N15HED SLAB_ _ 4 STUCCO CONCRETE LEDGE (BEYOND) +O'--O" FIN/SHED SLAB _ ELEVATION VARIES a(�PORCH SLAB "DE (SLOPE AWAY FROM HOUSE) — - SECTION G , _ 3/4" = 1 '-O" A74 PERFORATED RADIANT BARRIER WOOD TRU55 (5EE TRUSS PLAN) 3/4 " PLYWOOD 7-%4 " ROXUL MINERAL (5EE ATTIC PLAN) FIBER THERMAL BATT INSULATION (R-30) 2x6 BOTTOM II CHORD DOUBLE 2x6 TOP PLATE USE COMPATIBLE SEALANT @ ALL GAPS AND AROUND ALL WALL PENETRATIONS m N O L 2 2x4 WOOD 5TU0 @ 16"O.C. U STAGGERED @ 8"O.0 5/6 " TYPE "X' GYPSUM BOARD, SHIMMED d LEVEL w/ PRIMER d LATEX PAINT FLAME 5PRED RATING = 15 SMOKE DEVELOPED INDEX = O 5-/2"ROXUL MINERAL FIBER THERMAL BATT INSULATION (R-23) FLAME 5PRED INDEX = O SMOKE DEVELOPED INDEX = O %u TYPE '7("GYPSUM BOARD (BOTH SIDES) NAILED w/ 1 7/8"6d COATED NAILS @ 7" O.C. EACH SIDE OF WOOD STUDS, BRACE @ MID HEIGHT. NAIL @ 7" O.C. TO TOP AND BOTTOM PLATES. STAGGER JOINTS EACH SIDE d HOLD GYP5UM BOARD MINIMUM /2" AWAY FROM SLA B . PRIME AND PAINT w/ LATEX PAINT 12 DRYWALL RETURN J 'I PROVIDE CONTINUOUS SEAL w/COMPATIBLE SEALANT AS J PER WINDOW MANUFACTURER 13ULLN05E TILE SILL (TYP) 5EE 5ECTION3 A*6FOR ADDITIONAL INFORMATION FINISHED CONCRETE SLAB n s 6� i�,�/v ✓vAE� ENGINEERED WOOD TRU55 SEE STRUCTURAL PLANS FOR ALL BEAM N uJWa AND CONNECTION INFORMATION NL + 9'-6" TOP OF BE I � I I 4 -O" f AWNING WINDOW (SEE PLAN 8 SCHEDULE FOR SIZE) I TOP PLATE -DOUBLE 2x4 s a)P1CAL) DOUBLE 2x6's @ INSULATED AREAS USE COMPATIBLE SEALANT @ ALL GAPS AND AROUND ALL WALL PENETRATIONS 2x4 WOOD STUD @ 16" D.C. (TYPICAL) 2x6 @ INSULATED AREAS PER PLAN WIND RES15TANT FLUSH PRECAST CONCRETE WINDOW 31LL CONCRETE BLOCK MASONRY UNITS SET 1N A STACK BOND WITH CONCAVEJOINTS SEALED AND PAINTED. CMU SHELF PECE53ED I /2" BELOW FINISHED CONCRETE SLAB FLOOR +O'-O" FINISHED SLAB 0'-1-/2" CMU SHELF LATEX PAINT GRADE (SLOPE AWAY FROM HOUSE) SECTION H 3/4" = 1'-0 " 5/e GYPSUM BOARD, SHIMMED LEVEL w/ PRIMER * LATEX %"GYPSUM BOARD (BOTH SIDES) NAILED w/ 171 " 6d COATED NAILS @ 7" O. C. EACH SIDE OF WOOD STUDS, BRACE @ MID HEIGHT. NAIL @ 7 0.C, TO TOP AND BOTTOM PLATES. STAGGER JO1NT5 EACH SIDE * HOLD GYPSUM BOARD MINIMUM/2"AWAYFROM5LAB. PRIME AND PAINT w/ LATEX PAINT INSULATED WALL AREAS = ROXUL SAFE N' SOUND FIRE 4 SOUNDPROOFING INSULATION (TYPICAL INTERIOR WALL) SECTION J CAU ALLOW CLEARANCE F( WINDOW CRAI BULLN05E TILE SILL (T ) MORTAR OR GROUT) 5/e"GYPSUM BOAT SEE SECTION A FC ADDITIONAL WA INFORMATI( P45TENER3 AS PER STRUCTURAL PLANS CONTINUOUS SEAL w/COMPATIBLE SEALANT AS PER WINDOW MANUFACTURER WIND RE515TANT FLUSH PRECAST CONCRETE WINDOW SILL SET SILL IN FULL MORTAR BED STUCCO FINISH DETAIL @ PRECAST WINDOW SILL STUCCO (BEYOND) CMU SHELF RECESSED 1-1/2" BELOW FIN FLR (TYPICAL) CAULK SILL @ DOOR FINISHED CONCRETE PORCH FLOOR - SLOPE AWAY FROM DOOR @ /e " PER FOOT 3" = 1 '-0" GYPSUM WALLBOARD (BEYOND) p SLIDING GLASS DOOR (SEE DOOR SCHEDULE) INTERIOR FINISHED FLOOR (CONCRETE SLAB) BASE REVEAL (BEYOND) DETAIL @ SLIDING GLASS DOOR SILL 1 " = 1 '—O" CONSTR [ACTION .�jle C°pY DOCUMENTS 3/4" = 1'-0" 3/4" = 1'-O" 4 L W BOND BLOCK W/ #5 HORIZ BAR GROUTED SOLID TBM +4'-0" N v �r5E-18 F-3 dzi JF-3n. #4 x12" DOWELS A5 PER PLAN v. #4 x12" DOWEL ® 24" O.G. F W/ 4" EPDXY EMBED T5E-8 l 4" THICK GONG. __�— SLAB A5 PLAN /b"d STD STEEL PIPE —� REGE% BASE PL 4" (TYP x1) TS7g� 7cs, B3a Al v, (+38/41) x3 2#4 DIAG BARS x 4'-O' (CRAGK CONTROL BARS) TYP.a RE-ENTRANT CORNERS T/SLAB +O'-0" 4" THICK GONG. SLAB A5 PLAN F-I (TYP U.N.0) -39) x3 x3b' W/ b" EPDXY EX15T FT6. 6 REINF. FOUNDATION PLAN SGALE 1/4" = 1'-O" (+34/-31) x3 NOTES: NORTH I. REFERENCED TOP OF SLAB ® 0'-0" (REFER TO SURVEY FOR ACTUAL ELEVATION) 2. ALL 5LA135 SHALL BE 4" THICK 3p00 P51 REINF. ON 6RADE OVER b MIL VAPOR BARRIER W/ 6xb-WI.4xHI.4 WWF ON TREATED COMPACTED SOIL. 3. (+/-) DENOTES DE51614 WIND PRE55URE5 FOR DOORS d WINDOWS (05d). 4. S.G. - IVA" DEEP 5AW GUTS SHALL BE MADE A5 500N A5 CONCRETE HA5 HARDENED SUFFIGIENTLY TO PREVENT FROM BEING DI5LOD(9ED BY 5AW BLADE. 5. W.J.: DENOTES 1/2" VERTICAL CM WALL JOINT A5 SHOWN IN PLAN. 5EE TYPICAL GMU WALL JOINT DETAIL. 6. CONTRACTOR SHALL COORDINATE STRUCTURAL WORK WITH ARCHITECTURAL, MECHANICAL, PLUMBING 4 ELEGTRIGAL DRAHIN66 FOR VERIFICATION OF LOGATIONS b DIMEN510N5 OF ALL PROJECT R�pUIREMENTS. ANY 1)15GREPANGIE5 SHALL BE GALLED TO THE ATTENTION OF THE ARCHITECT OR ENGINEER OF RECORD BEFORE PROGEEDIN6 WITH WORK. 1. REFER TO ARCHITECTURAL PRAWIN65 FOR ALL DIMEN510N5 NOT SHOWN. �`" L2 #4 xl2" DOWELS AS PER PLAN �` PROVIDE GONG LINTEL ABOVE _ 42" WIDE WALL SLEEVE m / t / (+34/-43) x2 LE6ENDt FAI 8" WIDE GONG CURB W/ 1#5 cowBAR ® EXTERIOR WALLS ® 6ARA6E, TYP ®\� I" RECE55 (+34 43) ( I) a TSn3 I 8' Cm IN RUNNING BOND W/ #5 VERT BAR IN GROUTED GELLS 0 48" O.G. MAX. d ® ALL JAMBS d INTERSEGTIONS A5 NOTED IN PLAN, PROVIDE 9 Co. LADDER TYPE JOINT REINF. 0 Ib" O.G. VERT. W/ MIN. OF 8" LAP SPLIGE W/ STUGGO FIN15H 8" GPRI STAGK BOND, EXP05ED MA50NRY W/ #5 VERT BAR IN GROUTED GELLS ® 24" O.G. MAX. 3 ® ALL JAMBS b INTERSEGTIONS A5 NOTED IN PLAN, PROVIDE 9 6a. LADDER TYPE JOINT REINF. ® Ib" O:G• VERT. W/ MIN. OF 8" LAP SPLIGE A T5 3 1/2$i:� (WRAPPED) 1/2" JOINT !INRI '0 '0 %`jet. r LW Q O //nn I V cr ) N c7 6 ^' W ON ca O �ll4 ri9r� N th.'i1 n N i j w{ u 0 \J n. This drawing and design as shown Is the property of ML Engineering, Inc. Reproduction and/or use of this drawing or any content therein, without express consent or permission of this company Is prohibited, may constitute an Infringe- ment, and may be subject to legal action by MIL Engine3 ring, Inc- 0 LL LJJ U J H 0 O LL Z gV z z U..J �p �ED� Q Z LU �Q�U O O W Q �Um z V Q op =O Q>- LID U. w m2 w Oa Z REVISIONS: DATE: 01 GENERAL REV 7-16-18 ISSUE: DATE: ISSUE DATE: 7-26-1 7 DRAWN BY: TR CHECKED BY: ML JOB No. 17-183 SEAL: r 1� MICHAEL A. LUE, P.E. FLORIDA REG. #47520 Sill1 OF 4 SHEET R. a ❑� (+8'-II") TYP ® GIRDER TYP ® U.N.O. ATTIC DECK OVERFRAMIN5 A5 PER DETAIL HIP 0 ❑L5 ❑F3 L4 5-1 TYP U.N.O. PROVIDE PRE -CAST CON, LINTELS: 8FI6 IB/IT ® OPENIN65 (TYP U.N.OJ 6ROUTED SOLID ® ALL MASONRY OPENINGS ® BOTTOM COURSE ROOF FRAMING PLAN SCALE I/4" = Ib" NORTH NOTES: I. ROOF SHEATHING SHALL BE 5/8" MIN. COX PLYWOOD ATTACHED A5 PER SPEGIFIGATIONS. 2. TRU65E5 SHALL BE PRE-ENGINEERED ROOF TRU55E5 DE516NED BY A TRU55 MAN1F. d INSTALLED ® 24" O.G. 3. ® TRU55 CONNECTOR A5 PER SGHEDULE ON SHEET 5-4 4. 54 BEAM A5 PER SGHEDULE ON SHEET 5-4 5. L# PRE-GAST CONCRETE LINTEL, SEE SGHEDULE ON SHEET 5-4 6. PROVIDE 8" MIN BR6 EA 51DE OF OPENIN6 AT ALL UPTURNED BEAMS, 5EE TYPICAL STEPPED BM DETAIL LEGEND: / LI s/,mow / TRU55 TO 61RDER CONN BY TR165 DE516NER, TYP TYP e HIP JACK TOP OF BM + 8'-2" TOP OF BM + 9'-6' NPNRNED BEAM) FA / / LINE OF RAISED CL6 2x4 ® 24' OG HALL BRAGIN6 ® NON-BRG EXTERIOR 5EE DETAIL ON 5-3 �n ry/ U � N C O ,9 10 V N z_ LU M ^ .,. _ C > LU Q O LUU -C LL (z I.hFY Z Vx 0 LU � 0 N Ii O c I �,>: U a =k. jtl" 1�� u This drawing and design as shown Is the property of Mi. Engineering, Inc. Reproduction and/or use of this drawing or any content therein, without express consent or permission of this company is prohibited, may constitute an infringe- ment, and may be subject to legal action by ML Enginaaring, Inc_ `I` WS M O LL LU U H H M O O LL Z gU LU �z LU )W ULU J LU O / O > Q =Um Z U �- 00 Q< rli m3O REVISIONS: Q GENERAL REV ISSUE: DATE: 7-16-18 DATE: ISSUE DATE: 7-26-1 7 DRAWN BY: TR CHECKED BY: ML JOB No. 17-183 SEAL MICHAEL A. LUE, P.E. FLORIDA REG. #47520 Siil OF 4 SHEET I 5/8" COX STRUCTURAL SHEATHING ATTACHED A5 PER 5PEG5 PRE-EN6R'D W. TR 65E5 12 ® 24 O.G. MAX 12 4.5 F— SEE DETAIL A/53 GAP PL 3/8"x8"A2" TRU55 ANCHOR 4.5 �— AS PER PLAN TRU55 ANCHOR 2x4 PT CONT. AS PER Fi..AN W/ 1/4" � x3 I/4' TAPGONS ® 24" / O.G. +� (3) 5/8"(P 5ALV A307 BEAM A5 PER PLAN THROUGH BOLTS EA BEAM A5 PER PLAN AS PLAN 51DE (b) TOTAL PLAN VIEW 2x4 0 24" O.G. PROVIDE 8" PRECAST GONGRETE LINTEL IN (3) 12d EA END H/ #5 BAR GROUTED 5OLID ® ALL MA5ONRY 5/8"5T0000 ON OPENIN65 0 BOTTOM GOURSE HIGH RIB LATH (VENTED) HINDOH OR DOOR OPENING 'OR 4'-O' O.H. 5EE TYP DETAIL PROVIDE #5 IN GROUTED BEAM BLOCK BELOH ALL HINDOH OPN65. IN 8" EMBED EA. JAMB #5 DOWEL IN A.G.I. q0" HOOK 0 EA. VERT. BAR 4" THICK GONG. SLAB GLEAN OUT ® A5 PER PLAN EA, DOWEL 11/2" RECE55 GRADE x— x x x T/SLAAB f IFT65A5 PER PLAN i� nHs %A� TYP EXTERIOR WALL SECTION 0 UPTURNED BM '% SGALE: 3/411 = 11-0" NOTE: PROVIDE (2) GOUR5E5 OF T HIGH STARTER BLOCKS ® BOTTOM OF HALLS (TYP) +�8'-21 T�BM- 8" GMU WALL A5 PER PLAN PROVIDE #5 IN 6ROUTED BEAM BLOCK BELOW iv ALL HINDOW OPN65. W 8" EMBED EA. JAMB #5 DOWEL H/ A.G.I. q00 HOOK 0 EA. VERT. BAR 4" THICK GONG. SLAB LEAN OUT ® PER PLAN EA. DOWEL 1 1/2" REGE55 I 6RADE*— x x x T/SLAB FT6 A5 PER PLAN nHn TYP SECTION 0 EXTERIOR WALLS NOTE: PROVIDE (2) GOUR5E5 OF q" H16H STARTER BLOGKS ® BOTTOM OF HALLS (TYP) w #5 DOWEL W/ A.G.I. q0" HOOK ® EA VERT BAR 8"H GONG. CURB IN #5 CONT. GLEAN OUT EA. DOWEL j 4" THIGK GONG. SLAB 0A5 PER PLAN 5 GRADE � y' x x x x >` FT6 A5 PER PLAN nWn C TYP SECTION (0 GARAGE S SGALE: 3/4' = 1 2x4 ® 24" O.G. W/(3)12d EA END STUCCO ON HIGH RIB LATH I I/2 2x4 CONT. IN (3) 12d 6 24" OG TO WD BEAM Oe O STEEL COLUMN A5 PER PLAN O O SECONDARY POUR W/ 5p00 P51 BBA`E PI PROVIDE MIN I" HIGH NGORNoSHRINK HIGH STRENGTH TOOLED NP-1 SEALANT AROUND BASE OF COL. 8 PL ANUA2 Wl (4) 5/8" m ANCHOR BOLTS W/ WA5HER5 8"L 3" t x x x x THICKENED SLAB EDGE BEYOND, GONT REINF. THROUGH GOL. FTC FT6 ® GOL A5 PER PLAN %D1 SECTION 0 COVERED PORCH \Sw SGALE: 3/41' = 11-011 CROI OF WALL FOR DRAT 6E (1) COURSE BOND OGK — W/ #5 BAR 6ROUTE LID 8" GMU IN RUBOND NNING W/ #5 VERT. IN GROUTED CELLS ® 32" O.G. MAX. PROVIDE q6A LADDER TYPE JOINT REINF. 0 Ib" O.G. GLEANOUT ® EA DOWEL 5TAC6. DIRECTION OF HOOKS EVERY OTHER DOHEL FT6. A5 PER PLAN — SEC rt FT6 d SITE WALL PLAN VIEW GTION (1) GOURSE BOND BLOCK W/ #5 BAR GROUTED SOLID STEEL PIPE COL A5 PER PLAN SE EVATION HD BEAM A5 PER PLAN WD BEAM A5 PER PLAN "U" MELDED BUGKET W/ PL JNIO }" x 12" Wl (6) 5/6" m 6ALV A301 BOLTS PL 3/8"Xbsx12" SGALE: 3/411 = 11-0" GAP PL J"xq"xq" NU 'U" BUCKET PL'"ANIO 112" W/ (3) J" A301 6ALV BOLTS 'v (b) TOTAL HD BEAM A5 PER PLAN PLAN VIEW (CORNER) Hl SECTION 4" DECORATIVE _ BLOCK, 5EE ARCH 4 PROVIDE #5 IN GROUTED BEAM BLOCK BELOW 00 DECORATIVE BLOCK 1 i HGAMIO W/ (4) 1/4"0 A 3/4" GRADE TAPGONS ® TOP OF WALL d (4) #IOx 1 1/2' HD. SGREHS TO BLOGKIN6 0 r:<.L1111ifl&'M� 4 A5 PER PLAN TUBE J'x 3 # x 3 �" W/ I BASE PL 3/8"x8"x8" W/ "0 x5" HEADED 51U05 :AM BLOCK OR 8"x8" POUR AT SILL W/ 1#5 12T IN GROUTED 3 AT A5 PLAN 31ImV 1.11l_ x, SGALE: 3/4" = 1'-0" ® 24" O.G. NU 1-1,524 EA. ® TRU55 BOT GHORD N5 PER PLAN NON -LOAD BRG. WALL BRACING SGALE: 3/411 = 1'-0" #5 VERT. IN 6ROUTED CELLS EACH 510E OF JOINT GMU WALL A5 PLAN - WALL JOINT DETAIL 1/2" JOINT IN POLYURETHANE CAULK b PRE -MOLDED BAGKIN6 ROD NOTES: SGALE: 5/4" = 1'-0` I. I/2" GMU WALL JOINT A5 PLAN 2. ALIGN MASONRY HEAD JOINTS IN BOND BEAM HITH HALL JOINT. 3. ALIGN 511JGGO JOINTS HITH HALL JOINTS. 4. CONTINUE HORIZONTAL BEAM REINFORGIN6 AGR055 JOINT. 6 a) M 1 V a 5Ii _.0 CDarfi '0 'l /n yl i v C LU N �I ill Z C.. f•< t, 10 — LLLU t: IYa "` LU LL -C O 'fh z � M N LU I C O CV O0'I' O ,g`4jt�i( 'iv ` � s"L nsy EI N I This drawing and design as shown Is the property of ML Engineering, Inc. Reproduction and/or use of this drawing or any content consent or permission therein, without express of this company is prohibited, may constitute ment, and may be subject to an Infringe. legal action by MIL Enginearin g. Inc. Q _0 O J Lj— LU U J H H O O LL Z W Z LULLj J Q LU o oWa 66 O z I.A< Cal V 0c) LU m � OQ z iy REVISIONS: DATE: 1p GENERAL REV 7-16-18 ISSUE: DATE: ISSUE DATE: 7-26_1 7 DRAWN BY: TR CHECKED BY: ML JOB No. 17_183 SEAL MICHAELA. LUE, P.E. FLORIDA REG. #47520 SHEET NO: -S 3 I. OF 4 SHEET 01 FOUNDATION SCHEDULE MARK SIZE (DxHxL) REINFORCING REMARKS F-I 18" 24" GONT 3#5 LW BOT, #5 TRAN5 0 32" O.G. WT. MONOLITHIC FOOTING F-2 18" 24" 36" 3#5 LW WT 4 4#5 5W BOT COLUMN FOOTING F-3 18" 24' 24" 3#5 EH BOT CORNER COLUMN FOOTING F-4 12" 32" GONT 3#5 LW WT IN #5 # 24' O.G. BOT 517E WALL FTC T5E-8 8" 8" GONT 1#5 LW WT THICKENED 5LAB EDGE T5E-18 18" IT CONT 2#5 LW WT THICKENED SLAB EDGE TRUSS CONNECTOR SCHEDULE MARK CONNECTOR MAX UPLIFT (LB5) CAPACITY (LB5) REMARK5 OI HETA20 1500 1510 TYP. TRU55 TO MASONRY OR CONCRETE U.N.O. 2 (2) 14ETA20 2000 2500 GIRDER OR TRU55 TO MA50HRY OR CONCRETE O3 (2) V6T 6500 1185 GIRDER TRU55 TO MA50NRY OR CONCRETE, (1) ANCHOR EA 51DE OF GIRDER 4 HT520 1200 1450 TYPICAL7 55 TO WOOD BEAM OS (2) HT520 2000 2gOO GIRDER 7Rll55 TO WOOD BEAM © MBHA 3.56/Ib 2400 3415 5KEWED WOOD BEAM HANGER W/ (2) ATR 3/4 EPDXY ANCHOR TO GMU WALL O HUG45 500 160 WOOD BEAM HANGER TO CHU WALL ® DTG WA WA NON-BR6 WALL TPU55 GLIP NOTE5: I, PROVIDE TRU55 CONNECTOR ® END5 OF ALL TRU55E5 A5 NOTED. 2. TRU55E5 WITH MULTIPLE 5TRAP5 OF GONNEGTOR5 SHALL BE 5TA66ERED EA 51DE OF TRO55 TO AVOID 5PLITTIN6 MEMBER. 3. TRU55 GONNECTOR5 d GLIP5 NOTED ON TH15 LAYOUT ARE MODEL Ws OF '51MP5ON 5TRON5, TIE'. CONTRACTOR MAY 5U65TITUTE EQUAL 5TRAP5 FROM ANOTHER MANUFACTURER. 4. IN5TALL GONNEGTOR5 PER THE MANUFACTURER 5PEGIFIGATION5. CONCRETE BEAM SCHEDULE MARK 51ZE REINFORGING REMARKS WIDTH DEPTH TOP INT. BOTTOM 5TIRRUP5 Bi 8" 16" #5 - #5 - (2) GOUR5E 8" BOND BLOCK, 5EE NOTE I B2 8" 16" 2#5 - 2#5 #3 ® 12" O.G. POURED BEAM B3 8" 26" 2#5 2#5 2#5 #3 ® 12" O.G. POURED BEAM ® GARAGE DOOR NOTE5: I. PROVIDE 8" PREGA5T CONCRETE LINTEL BY GA5T CRETE OR EQUAL ABOVE ALL MASONRY OPENINGS W/ 1#5 BAR GROUTED SOLID POURED SOLID WITH THE MA50NRY BOND BEAM ABOVE WITH A MIN. OF 8" BRG EACH END. TYPICAL U.N.O. WOOD BEAM SCHEDULE MARK ITEM REMARKS WB-1 (2) 2x10 PT W/ 1/2" PLYWOOD WB-2 (2) 2x12 PT W/ 1/2" PLYWOOD PRECAST CONCRETE LINTEL MAX ACTUAL LOAD (PLF) CAPACITY (PLF) MARK TYPE REINFORCEMENT COMPOSITE BEAM GRAVITY UPLIFT GRAVITY UPLIFT CLEAR SPAN LI 3'-011 PREGA5T U-LINTEL5 FILLED W/ 1#5 1400 1100 6113 024 8FI6 - 154T L2 b'-0" PRECAST U-LINTEL5 FILLED W/ 1#5 400 300 26b1 1634 8FI6 - 15AT L3 64'" PREGA5T U-LINTEL5 FILLED W/ 1#5 1400 1100 1 1843 1133 1 896 - 15/IT L4 q1-0" PREGA5T U-LINTEL5 FILLED W/ 1#5 1300 1000 1533 1183 8FI6 - I6/2T L5 q'-6" PREGA5T U-LINTEL5 FILLED W/ 1#5 1300 1000 1366 1028 8FI6 - IB/2T NOTE5: I. ALL LINTEL5 5HALL BE H16H 5TREN6TH PRE6A5T AND OR PRE5TRE55ED CONCRETE LINTEL5 A5 MANUFACTURED BY "GA5T-GRETE" OR EQUAL. IF FnILIED wTM a wr 2. ALL LINTEL5 ACT GOMPO5ITELY WITH 8" BOND 13LOGK(5) ABOVE WITH 145 BAR GROUTED SOLID NOMINAL HpIN F__INeormNOFuNn3. N*M OF 07 BARS WITH 5000 F51 CONCRETE PLUMP MIX. ALL SHALL BE GRADE 60 IN ACCORDANCE WITH A5TM A615. - IB/IT :�z 3. REINFORGING N0P1N" °�" �xWR or off as y 4. ALL LINTEL5 SHALL HAVE A MINIMUM OF 8" BEARING EACH END. TOPMld4 IN TOP IiF 61.00K 5. REFER TO PLAN FOR LINTEL5. 1� '4,- COMP051TE BEAM DE5GRIPTION WI� WID A 12" O.G. MA) . 4" 'v 0 iv P.T. BUCK A5 REQUIRED BY DOOR MANUFACTURER 1/4"R GORR0510N RE515TMT TAPGONS INTO GROUTED MA50NRY W/ 13/4" EMBED TYP. (MIN OF 3 FA5TENER5 EA SIDE) MASONRY WINDOW/DOOR ATTACHMENT DETAIL NOTES: 56ALE: 3/4" = 1'-0" I. ALL DOOR PERIMETERS 5HALL BE WATERTIGHT. PROVIDE AN APPLICABLE WATERPROOF COATING, (1) COAT BEFORE IN5TALLIN6 BUGK5 d (1) GOAT AFTER BUGK IN5TALLATION. &" GM WALL W/ VERT. - REINF. 0 JAMB5 GROUTED 5OLID 5EE PLANS DOOR HARDWARE ATTACHMENT TO 2xb BY DOOR MANUFACTURER DESIGN CRITERIA r� FLORIDA BUILDIN6 GORE, 6TH EDITION (2011) - RE51DENTIAL ROOF LOAD5 DEAD........................................................................................20 P5F (5HIN5LE5) LIVE TRU55 TOP CHORD.....................................................20 TRU55 BOTTOM CHORD W/ 5TORA6E............... 20 TRU55 BOTTOM CHORD W/O 5TORA6E..............10 DESIGN CRITERIA PER A5GE 1 ULTIMATE WIND SPEED REGION, V(vI0......................110 MPH NOMINAL WIND SPEED REGION, Wmd)....................132 MPH WIND BORNE DEBRI5 REGION ENGLO5ED 5TRUGTURE > BUILDING HEIGHT <15 FT ROOF PITCH 41/2/12 R15K GATE60RY 11 INTERNAL PRESSURE GOEFF. t 0.18 EXPOSURE G HEIGHT S EXPOSURE GOEFF. 1.21 CONT.2xb PRE55URE TREATED PL W7 (5) 50V 55 'LDT' THREADED GONG ANG W/ 4" EMBED ® 24" O.G. VERT. W/ WA5HER5 PROVIDE ONE BOLT WITHIN 6" FROM THE TOP d BOTT, OF JAMB PL. PROVIDE 2x8 PT AGRO55 TOP OF DOOR IN 5/& A 55 'LDT BOLTS ® 24" O.G. 5TA66. GARAGE DOOR JAMB ATTACHMENT 5GALE: 3/4" = 1'-0" ;r : x - x x x 5TEP A5 PLAN x `k x x - GONT #5 BAR BOT. 8' TYPICAL SLAB RECESS 0 SHOWER BEAM STEP DETAIL ROOF 5HEATHIN6 PER 5PEG'S. SHEATH ROOF TRU55E5 BELOW (TYP) 2x4 BLOCKING BETWEEN TOP 61-LORD5 WHERE END OF TRU% 15 LOCATED BETWEEN TRU%E5 5GALE: 3/4" = 1'-0" 40° DOWEL5 WITH 30" LAP5 TYP AT ALL BEAM INTER5EGTION5 8" GMU WALL AS PER PLAN VERT REINF IN GROUTED CELL AT 5TEP 5GALE: 3/4" = 1'-0' VALLEY 5ET FRAMING PER TRU55 MANUF. HT520 0 4'-0' O.G. AND ® END5 TO TRU55 TOP CHORD BELOW, THROUGH ROOF SHEATHING (TYP 0 EA. TRU55) NOMINAL COMPONENT & CLADDING PRESSURES PSF 1ASD) ZONE EFFECTIVE AREA (50. FT) 0<10 11C20 21(50 51<100 1 +22 -35 +20 -34 +11 -32 +15 -31 2 +22 -60 +20 -56 +Il -49 +15 -44 3 +22 -&q +20 -83 +11 -16 +15 -10 4 +38 -41 +36 -3q +34 -37 +32 -35 5 +38 -51 +36 -41 +34 -43 +32 -3q 4 -41 -3q -31 -35 5 -51 -41 -43 -3q a� a END ZONE 5 15 WITHIN A 015TANGE OF (a) = 4.0 FT FROM BUILDING GORNER5. STRUCTURAL NOTES I. CONTRACTOR SHALL VERIFY ALL DIMENNON5 IN THE FIELD AND NOTIFY THE ENGINEER OF ANY DI5GREPANGIE5 PRIOR TO GON5TRUGTION. 2. ALL GON5TRUGTION SHALL BE BRACED AND 5HORED BY THE CONTRACTOR A5 REQUIRED TO SAFELY PERFORM THE WORK. 3. ALL DOOR5, WINDOW5 AND HARDWARE MUST BE DESIGNED AND CERTIFIED TO WITH5TAND THE DE516N WIND PRE55URE5 NOTED IN THI5 DOCUMENT AND 5HALL BE IMPACT RE515TANT OR PROTECTED Willi IMPACT RE515TANT COVERING MATERIAL A5 REQUIRED BY THE FLORIDA BUILDING CODE. FOUNDATION I. FOUNDATIONS ARE DE5I6NED BA5ED ON PRESUMPTIVE SAFE ALLOWABLE BEARING PRE55URE OF 2,000 P5F. 2. CONTRACTOR SHALL VERIFY THAT THE MINIMUM COMPACTION OF q56 OF IT5 MODIFIED PROCTOR ACCORDANCE WITH A5TM DI551 15 OBTAINED PRIOR TO FOOTING PLACEMENT. 3. FOOTINGS SHALL BE PLACED ON GOMPAGTED 501L FREE OF ORGANIC DEBRI5. 4. REFER TO 5011_5 INVE5TIGATIVE REPORT #111881-b BY K5M ENGINEERING, DATED DUNE Iq, 2011 FOR ALL 51TE PREPARATION REQUIREMENTS. CONCRETE I. CONCRETE WORK 5HALL BE IN ACCORDANCE WITH A.G.I. 301 "5PEGIFIGATION5 FOR 5TRUGTURAL CONCRETE FOR BUILDIN55" LATE5T EDITION AND A.G.I. 318, BUILDING CODE REQUIREMENT5 FOR 5TRUGTURAL CONCRETE. 2. CONCRETE 5TREN6TH SHALL BE A MINIMUM OF 3000 P51 AT 28 DAY5, WITH 3/8" MAXIMUM AGGREGATE 5LUMP 5" 11". 3. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH A5TM A615 GRADE 60. 4. WELDED WIRE FABRIG SHALL BE IN ACCORDANCE WITH A5TM AI&5 AND SHALL BE ADEQUATELY 5UPPORTED AT Y-0 O.G. E.W. 5. THE MINIMUM CONCRETE GOVERA6E5 SHALL BE A5 FOLLOW5: GA5T AGAINST EARTH 3 IN5 EXP05EP TO WEATHER 11/2 IN5 b. PROVIDE qO DECREE LAP 5PLIGE5 AT ALL INTER5EGTION5. 1. REINFORCING SHALL BE LAPPED 5PLIGED AND TIED WITH THE FOLLOWING MINIMUM: #4 241NG #5 301N5 #b 36IN5 8. CONCRETE 5HALL BE lE5TED IN ACCORDANCE WITH A5TM G31. A MINIMUM OF (5) lE5T GYLINDER5 SHALL BE TAKEN FOR EACH 100 CU YD5 OF POUR, WITH ADDITIONAL 5ET5 FOR EVERY 50 GU Y05 OF POUR. GYLINDER5 SHALL BE TE5TED A5 FOLLOWS: I o 3 DAY5 I ® 1 DAY5 2 ® 28 DAY5 I ® 56 DAY5 (IF THE MINIMUM 5TREN6TH 15 NOT MET IN 28 DAY5) q. CONTRACTOR SHALL PROVIDE 5AW GUT5 IN 5LA85 AT A MAXIMUM 5PAGIN9 OF 20 FT ON CENTER EACH WAY OR 400 50 FT. AND AT ALL RE-ENTRANT CORNER5. SAW CUTS 5HALL BE 1/4 THE SLAB DEPTH AND 5HALL BE PERFORMED A5 SOON A5 THE CONCRETE HA5 HARDENED 5UFFIGIENTLY TO PREVENT THE AGGREGATE FROM BEING DI5LO06ED BY THE 5AW BLADE. THI5 15 AN EFFORT TO CONTROL THE 5HRINKACE 5TRE55E5 AN INHERENT PROPERTY OF CONCRETE WHIGH 50METIME5 RE5ULT5 IN GRAGK5, WHICH 15 NOT UNCOMMON. MASONRY I. CONCRETE MA50NRY WORK SHALL BE IN ACCORDANCE WITH AGI 530.1/A56E 6/TM5 bO2, 5PEGIFIGATION FOR CONCRETE MA50NRY 5TRUGTURE5 AND AGI 530/A5GE 5/TM5 402, BUILDING CODE REGUIREMENT5 FOR MA50NRY 5TRUGTURE5. 2. ALL CONCRETE MASONRY INCLUDING ARCHITECTURAL MASONRY SHALL BE IN CONFORMANCE WITH A5TM CqO, GRADE N, TYPE 11. MA50NRY UNITS SHALL BE TE5TED IN ACCORDANCE WITH A5TM G140 AND SHALL HAVE A MINIMUM Fh = 1500 P51. 3. ARCHITECTURAL CONCRETE MASONRY UNITS SHALL BE MANUFACTURED, DELIVERED AND IN5TALLED IN ACCORDANCE WITH THE GUIDE LINES "ARCHITECTURAL CONCRETE MASONRY UNITS IN FLORIDA" BY THE MASONRY A550GIATION OF FLORIDA. 4. GROUT SHALL BE IN CONFORMANCE WITH A5TM G416, GOAR5E TYPE 5LUW T TO II". 5. MORTAR SHALL BE IN A000RDANGE WITH A5TM 6270, TYPE 5. COLOR TO MATCH EXP05ED MASONRY. b. ALL EXP05EP MORTAR JOINT5 SHALL BE CONCAVE TOOLED WITH A NON 5TAINING TOOL FOR WATER TICHTNE55. 1. INTEGRAL WATER REPELLENT ADMIXTURES SHALL BE INCORPORATED IN THE MANUFAGTURIN6 OF THE CONCRETE MA50NRY UNITS A5 WELL A5 THE MORTAR DURING ON 517E MIXING FOR ALL EXTERIOR EXP05ED MASONRY. 8. PROVIDE GLEANOUT5 FOR ALL 6ROUTED GON5TRUGTION AND LIMIT MORTAR PROTRU51ON5 TO 1/2" MAXIMUM IN GROUTED GELL5. q. ALL MASONRY WALL5 SHALL BE GON5TRUGTED IN RUNNING BOND WITH q GA. LADDER TYPE JOINT REINFORCING 5PAGED 16" O.G. VERTICALLY. LAP AT ALL GORNER5 AND 8" MINIMUM. 10. EXTERIOR 5URFACE5 OF ARCHITECTURAL EXP05ED MA50NRY WALL5 SHALL BE SEALED, 5EE ARCH DRAWINGS. 11. PROVIDE 8" PREGA5T CONCRETE LINTEL AT MASONRY OPENIN65 WITH 1#5 BAR GONTINUOU5 GROUTED SOLID, WITH A MINIMUM OF 8" BEARING EACH END, UNLE55 NOTED OTHERWI5E. TIMBER I. SUBMIT TRU% SHOP DRAWIN65 5EALED BY AN ENGINEER REGISTERED IN THE 5TATE OF FLORIDA FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWIN65 SHALL INCLUDE TRU% LAYOUT, DE516N LOAD5, TRU55 REAGTION5 (DL d LL AND PL If WU AND ALL OTHER INFORMATION REQUIRED FOR PROPER TRU55 INSTALLATION. DE516N OF ROOF TRU55E5 SHALL INCLUDE THE UPLIFT EFFECT5 OF THE DE516N WIND LOAD BA5ED ON THE F.B.G. 2. ALL TRU55 BOTTOM GHORD5 SHALL BE 2x8 UNLE55 NOTED OTHERWI5E. 3. ROOF PLYWOOD SHALL BE A MIN. OF 5/8" GDX 5PAN RATED 5TRUGTURAL 5HEATHIN6, IN5TALLED PERPENDICULAR TO ROOF FRAMING WITH IOd RING 5HANK NAIL5 4" O.G. AT PANEL EDGE5 AND b" O.G. IN THE FIELD. PROVIDE 2"x4" BLOCKING AT HIP5 AND VALLEY5 5PAGE NAILS AT 4" O.G. AT BLOCKING. 4. ALL NAILS AND METAL HARDWARE EXPOSED TO THE WEATHER SHALL BE 5TAINLE55 5TEEL. ALL NAIL5 5HALL BE COMMON WIRE NAIL5. 5PAGE NAIL5 IN 5TRAP5 50 A5 NOT TO SPLIT WOOD. 5. THE MINIMUM LUMBER 6RADE5 5HALL BE A5 FOLLOW5: HEADER5 50.PINE#2 OR BETTER INTERIOR NON LOAD 5R6 WALL5 5PF#2 OR BETTER b. ALL EXPOSED TIMBER5 OR TIMBER5 IN GONTAGT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. STRUCTURAL STEEL I. STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH A.1.5.G. "5PECIFIGATION5 FOR THE DE516N, FABRICATION AND ERECTION OF 5TRUGTURAL STEEL FOR BUILDIN65", LATE5T EDITION. 2. 5TRUGTURAL 5TEEL GRADES SHALL BE A5 FOLLOWS: PIPE A5TM A36 FY = 36 K51 TUBE5 A5TM A500 FY = 46 K51 PLATE5 d ANGLE5 A5TM A36 FY = 36 K51 3. 5TRUGTURAL 5TEEL SHALL BE IN ACCORDANCE WITH THE A.1.5.0. "CODE OF 5TANDARD PRAGTIGE", LATEST EDITION. 4. HELPING OF 5TRUGTURAL 5TEEL 5HALL BE IN ACCORDANCE WITH A.W.5. DI.I WITH E70XX ELEGTRODE5. FILLET WELD5 SHALL BE MIN. J" UNLE55 NOTED OTHERWI5E. 5. HI6H 5TRENGTH BOLT5 SHALL BE IN ACCORDANCE WITH A5TM A325 AND SHALL BE DE516NED A5 BEARING TYPE GONNECTION5 WITH THREAD5 EXCLUDED FROM THE SHEAR PLANE. b. ANCHOR BOLT5 SHALL BE IN ACCORDANCE WITH A5TM A307. 1. ALL STEEL MEMBERS SHALL BE POWER TOOL GLEANED AND PAINTED WITH AMERCOAT ONE, MULTI-PURP05E 51116LE COMPONENT EPDXY $ P5X TOP, HIGH 50LID ACRYLIC 5Y5TEM BY PPG PROTECTIVE AND MARINE GOATIN65. U c c C /Znn O Q V z w C r � 'C Q C W � - u � Z } N t M C V Z O L1J += N ^IC > O U This drawing and design a$ shown is the property of ML Engineering, Inc. Reproduction and/or use of this drawing or any content therein, without express consent or permission of this company is prohibited, may constitute an Infringe- ment, and may be subject to legal action by ML Engineering, Inc- - O LL Z W gU 7 W W w /� O W 2 0VQ � W Z� r a<LO w 0 OZ REVISIONS: 10 GENERAL REV ISSUE: (n z O U L.L. U W C 66 LU LU Q V) J ch DATE: 7-16-18 DATE: ISSUE DATE: 7.26-17 DRAWN BY: TR CHECKED BY: ML JOB No. 1 7-183 SEAL MICHAEL A. LUE, P.E. FLORIDA REG. #47520 SHEET NO: TYPICAL BEAM REINFORCING DIAGRAM 5GALE 3/4" = 1'-0 OVERFRAMING DETAIL 5GALE: 3/4" = 1'-0" I&I OF 4 SHEET A =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. A " DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Sp4n or less 60 degrees orless Tab tlne �— 12 span Tail lim .1—-APprox 2/3 to —� approx. 12 of Span. REFER TO SCSI REFER TO BCSI Truss must be set this way 9 crane is used. Truss must be set this way if crane is used. Truss is an example, your truss may not match. Truss is an example, your truss may not match. Insist crane operator sets truss this way. Insist crane operator sets truss this way. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses are installed. IA AIR HANDLER NOTE Unless noted elsewhere on this layout, these trusses are not designed for air handlers in the roof or for any other A/C requirements. This may be in conflict with building code and A/C Design requirements. Consult with Building Department and A/C Contractor. A WARNING ! The size of these trusses makes it necessary that they a set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. The builder and erector should o.Lault with an engineer licensed in Florida specializing in wood roof trusses about th@e rection of these trusses. The engineer should be at the job site when trusses 11V"erected to provide s;ipervision and advice. SEAT "PLATE "Y CHAMBERS TRUSS ,1111 RtPRESENTS A HANGER HANGER SCHEDULE USE HUS26 FOR 2X4. SUhW6 FOR 4X2 EXCEPT AS SHOWN CARRIED TRUSS CARFf. HANGER ID TROSS FASTENER FOR CARRIED TRUSS FASTENER FOR CARRYINGTRUSS ,KJ7, KJr7 GRA,GR JA26 (7)-10D (16)-16D KJP—.E� , KJG7 *Please refer to Standard Ea@# ing package for general instuction on installing hangers "" 'T6d=0.148" -7i:3" 16d=0.162" x 3 1 /2" alp new (Hatch Legend) CEILING AT 9'-6" LOAD BEARING AT 9'-6" LOAD BEARING AT 9'-1" LOAD BEARING AT 8'-11" LOAD BEARING AT 8'-2" A Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! NOTES: * ALL,= BEAMS ARE BY OTHERS. * LEVEL RETURNS ARE BY BUILDER, * LEDGEF 'AND CONNECTIONS OF LE AND SUPPLIED BY OTHERS. PLUMB CUT END 2X4 TOP CHORD 4.5 r- WALL HEIGHT 8'-2" END DETAIL: TYPICAL PLUMB CUT END 2X4 TOP CHORD 4.5 r— WALL HEIGHT 8'-11" END DETAIL: UTILITY PCH PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT 9'-1" END DETAIL: PORCH 11 4-0(1� 1 1 9-00 I __ _ I I 11{00 j 4.5 r— PLUMB CUT END 4 �� 2X4 TOP CHORD WALL HEIGHT 9'-6" END DETAIL: UPTURN BM 1-04-00 FABRICATION AGREEMENT j TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED The undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for 1 termining successful fabrication of the trusses. j 2. Al dimensions in this layout have been verified by the undersigned. 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the undersigned agrees that no backcharges will be allowed. In the event such written notices furnished Chambers Truss shall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. her 10 days of delivery remedy will be according to Florida statute 558. 4. The undersigned admowledges receipt of 'BCSI' summary sheet by TPI & III 5. Delivery is to job site. It is the buyers responsibility to make the job site suitable for delivery. Chambers Tnss has i e sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has to redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of mosses. Buyer is esponsible to Chambers Truss for towing costs due to site Conditions. 6. Price as shown in paragraph 7 below is subject to change it any changes are made in this layout. A $50 per hour i for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, a if no agreement a reasonable price.'; `nvoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of l elivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Tess easonable allomey's fee for Collections in event of payment not timely made. 1-12 % per month service charge wig be; ded for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terns herein. 9. In Consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees j payment when due of any and all indebtedness axed to Chambers Tess by any entity receiving material and the ndersigned agrees to pay such indebtedness; including attorneys fees, it default in payment for material be made by the ecipient 10. In the event of any litigation concerning this agreement the items furnished hereunder or payments referred to erein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11. Design responsibilities are per '"'National Standard And Recommended Guidelines On Responsibilities For nstrucion Using Metal Plate Connected Wood Trusses ANSI/TPI/WTCA 4 - 2002'"' i 12. Warranty is per Chambers Truss Warranty attached. I I I ATED I IGNED OR TITLE A spreader bar may be required per "BCSI" to prevent injury & damage. Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. Temporary and permanent bracing arerequired and can save life and property and is the responsibility of the truss erector. Study the contents of the information packet included on delivery before setting trusses. Trusses must be set and braced per design to prevent injury & damage. Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other ! concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES ! CHAMBERS TRUSS INC I WIMenue 3105 Oleander Fort Pierce, Florida 34982-6423 i 800.551-5932 Fort Pierce 772465-2012 Fax 772-465.8711 Vero Beach 772-569-2012 Stuart 772-2863302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM j ECEIVED — Auu 0 8 2018 ST'. Lucie County, Permittl _ 01dntX, ?ermitting ITEK VERSION ].4.1.431 LOADIWWDESIGN CRITERIA REDUCIBLE PER CODE SUCH AS SRC 16046A DESIGN CRITERIA County ST. LUCIE I Building Department ST. LUCIE COUNTY Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directfonal)/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 20 4.2 0 i Bottom Chord Live *10-Non Conccurent 0 Bottom Chord Dead 10 3 0 Total Load 50 7.2 0 j Duration Factor 125 0 Wind Speed 170mph Top Chord C.B. Sheathing by builder i Bottom Chord C.B. Sheathing by builder I Highest Mean Height 15, Building Type Enclosed Building Category II: Non Restrictive i Exposure Category C>Open Terrain with scattered obstructions i Miles from Ocean 5 Conforms to Florida Building Code 2017 i R.D.L =Restraining Dead Load C.B =Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: 75240 SCALE: 3/16" = V-011 137 total trusses, 67 unique designs Designer: RLC Reviewed by: RLC Date: 07/03/18 FOR YANCY��1� DESCRIPTION:ERBERT C®Ay I YANCY RES. i Page 1 of 1 CUSTOMER INITIALS EACH PAGE 75240